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First Edition
COSMOSM 2.

9 (2004/225)

Copyright

Structural Research and Analysis Corp. is a Dassault Systemes S.A. (Nasdaq: DASTY) company.
This software product is copyrighted and all rights are reserved by Structural Research and Analysis 
Corporation. (SRAC) Copyright

©

 1985 - 2004 Structural Research and Analysis Corporation. All Rights 

Reserved.
The distribution and sale of this product (COSMOSM Version 2.9) is intended for the use of the origi-
nal purchaser only and for use only on the computer system specified. The software product may be used 
only under the provisions of the license agreement that accompanies the product package.
COSMOSM manuals may not be copied, photocopied, reproduced, translated or reduced to any elec-
tronic medium or machine readable form in whole or part wit prior written consent from Structural 
Research and Analysis Corporation. Structural Research and Analysis Corporation makes no warranty 
that COSMOSM is free from errors or defects and assumes no liability for the program. Structural 
Research and Analysis Corporation disclaims any express warranty or fitness for any intended use or 
purpose. You are legally accountable for any violation of the License Agreement or of copyright or 
trademark. You have no rights to alter the software or printed materials.
The COSMOSM program is constantly being developed, modified and checked and any known errors 
should be reported to Structural Research and Analysis Corporation.

Disclaimer

The authors have taken due care in preparing this manual and the examples presented herein. In no event 
shall SRAC assume any liability or responsibility to any person or company for direct or indirect dam-
age resulting from the use of the information contained herein or any discrepancies between this infor-
mation and the actual operation of the software.

Licenses & Trademarks

Use by Structural Research and Analysis Corporation of ANSYS Input Commands and Command 
Structure herein is licensed under agreement with Swanson Analysis Systems, Inc. All rights reserved. 
COSMOSM and COSMOS are registered trademarks of Structural Research and Analysis Corporation. 
All other COSMOSM module names are trademarks of Structural Research and Analysis Corporation.
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trademark of Swanson Analysis Systems. AutoCAD is registered in the U.S. Patent and Trademark 
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COSMOSM Advanced Modules 

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Contents

1

Introduction

Introduction  . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1-1
Theory. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1-1
Boundary Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1-2

Specified Temperature . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1-2
Convection  . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1-2
Radiation  . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1-2
Applied Heat Flux  . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1-3

Method of Solution. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1-3

2

Analysis

Introduction  . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2-1
Steady State Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2-1
Transient Analysis  . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2-1
Radiation View Factor Calculation  . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2-2
Thermo-Electric Coupling . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2-2
Loads and Boundary Conditions  . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2-3

Prescribed Temperature  . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2-3
Convection  . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2-3
Radiation  . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2-3
Applied Heat Flux  . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2-3
Heat Generation  . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2-3

Time and Temperature Curves . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2-3
Thermal Stress Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2-4

Thermal Bonding  . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2-4

Bonding of Meshes with Noncompatible Elements . . . . . . . . . . . . . . . . . . . .2-5

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COSMOSM Advanced Modules

Examples of Bond Connections . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2-6

Guidelines for Using the Bond Capability . . . . . . . . . . . . . . . . . . . . . . . . . . .2-7
Phase Change . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2-10
Thermostat . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2-10

3

Description of Elements

Introduction  . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3-1

4

Brief Description of Commands

Command Summary. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4-1

Material Properties . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4-1
Loads and Boundary Conditions  . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4-1
Time and Temperature Curves   . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4-2
Thermal Stress Analysis   . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4-3
Thermal Bonding  . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4-3
Thermal Analysis Options  . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4-4
Postprocessing  . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4-4

Commands Likely to be Used for a Given Analysis  . . . . . . . . . . . . . . . . . . .4-4

Steady State Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4-5
Transient Analysis  . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4-6

5

Detailed Examples

Introduction  . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5-1
Temperature Distribution on a Plate. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5-1

Given  . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5-2
GEOSTAR Input  . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5-2
Results  . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5-5

An Example of Thermal Bonding  . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5-5

Given  . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5-5
GEOSTAR Input  . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5-6
Results  . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5-9
Listing of Session File  . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5-9

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COSMOSM Advanced Modules 

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Part 1   HSTAR Heat Transfer Analysis

6

Verification Problems

Introduction  . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6-1

Index 

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COSMOSM Advanced Modules

1-1

1

Introduction

Introduction

The transport of heat can occur through the following modes.

Conduction: Thermal energy is transported from one point in a medium to 
another point through the interaction between the atoms or molecules of the 
matter. No bulk motion of the matter is involved.

Convection: Thermal energy is transported by the moving fluid. Fluid particles 
act as carriers of thermal energy.

Radiation: Thermal energy is transported by electromagnetic waves. No 
medium is necessary for this type of heat transfer.

Our main interest is to consider the conduction heat transfer with the effects of 
convection and radiation appearing as boundary conditions.

Theory

The governing equation for conduction heat transfer is as follows.

(EQ 1-1)

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where,

T

= Temperature

t = 

Time

ρ

= Density

C

= Specific heat

= Volumetric heat generation rate

k

x

, k

y

, k

z

  = Thermal conductivities in global X, Y and Z directions, 

respectively

Boundary Conditions

Following boundary conditions can be associated with the heat conduction 
equation.

Specified Temperature

Temperature can be prescribed on a part of, or on the whole, boundary of the finite 
element domain.

Convection

Heat flux = q = h

c

 (T - T

)

(EQ 1-2)

h

c

 

= Heat transfer coefficient

T

= Surface temperature

T

= Ambient temperature

Radiation

Heat flux = q =

 σ ε (T 

4

 - T

4

)

(EQ 1-3)

σ

= Stefan-Boltzmann constant

ε

= Emissivity

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Part 1   HSTAR  Heat Transfer Analysis

T

= Surface temperature

T

= Ambient temperature

Applied Heat Flux

q = Applied heat flux = - K

(EQ 1-4)

K

= Thermal conductivity 

= Normal temperature gradient

Method of Solution

The governing equation along with the specified boundary conditions can be solved 
using various solution methods. Some of the solution methods commonly used are 
finite difference and finite element method. Finite element method is more popular 
because of its ability to handle complicated geometry and the ease with which 
boundary conditions can be implemented. HSTAR program is based on finite 
element method.

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2-1

2

Analysis

Introduction

The following types of analysis can be performed using HSTAR.

Steady state

Transient

Steady State Analysis

Steady state implies that temperature at any given point in the medium is constant 
with time. In the steady state analysis, the only material property that is needed is the 
thermal conductivity.

Transient Analysis

Transient analysis implies that temperature at any given point in the medium varies 
with time. In the transient analysis, in addition to thermal conductivity, we also need 
to specify density and specific heat of the material. Whether we consider steady state 
or transient analysis, nonlinearity comes into picture, when any one of the following 
conditions is encountered.

Temperature dependent material properties

Temperature dependent convection coefficient

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Temperature dependent heat generation rate

Radiation boundary condition

Radiation View Factor Calculation

The Heat Transfer module (HSTAR) has the capability to perform Radiation View 
factor calculation for 2D, 3D, and Axisymmetric models. The process requires the 
definition of a set of radiation source entities along with a pattern of target entities. 
It is also possible to specify a pattern of blocking entities. Blocking geometric 
entities stand between the source and target entities and reduce the view factor. The 
view factors are calculated between each element associated with the source entity 
and each element associated with the pattern of target entities. If blocking is to be 
considered, it is necessary to first define the set involving the source and target 
entities with the blocking option activated. Next a pattern of blocking entities is 
specified independently. For 2D and Axisymmetric models, the target and blocking 
entities must be curves, while for 3D models, they can be surfaces or regions. For 
more details, refer to the 

RVFTYP

 and 

RVFDEF

 (Analysis > Heat_Transfer > 

RVF 

Entity Type

 and 

RVF Source/Target

) commands.

An adaptive view factor calculation option has also been implemented for 3D 
models. The program will calculate the view factor starting from 4 divisions for 
each radiation element, and will continue to increase the number of divisions until 
the computed error is within the user specified tolerance or the number of divisions 
reaches the maximum allowed which is (20). It is noted that the adaptive 
calculation method basically corresponds to the adjustment in the number of 
divisions required for numerical integration. Refer to the 

RVFTYP

 (Analysis > 

Heat_Transfer > 

RVF Entity Type

) command for details.

Thermo-Electric Coupling

The electric current flow in a conducting medium can produce a considerable 
amount of heat and this effect is known as Joule heating. HSTAR considers the 
coupling of the electrical and thermal conduction in which the heat generated due to 
the current flow along with other specified boundary conditions is used to calculate 
the temperature distribution. When thermo-electric coupling is considered, we also 
need to specify the electrical conductivity of the material. At present, only steady 
state analysis is available.

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Part 1   HSTAR Heat Transfer Analysis

Loads and Boundary Conditions

The following thermal boundary conditions and loads are considered in HSTAR.

Prescribed Temperature

Temperature on a part or whole of the boundary of the model is specified.

Convection

When a solid is thermally interacting with its surrounding fluid, heat transfer takes 
place through the convection process in which the motion of the surrounding fluid 
contributes to the thermal exchange between the solid and the fluid. The boundary 
condition is applied by specifying the heat transfer coefficient and the ambient 
temperature of the surrounding fluid.

Radiation

Generally, heat transfer by radiation becomes significant at high temperatures. The 
analysis handles radiation between a surface and ambient atmosphere. The user may 
also specify radiation exchange between bodies.

Applied Heat Flux

Heat flux entering a surface can be prescribed as a boundary condition. This is 
equivalent to specifying temperature gradient at the surface.

Heat Generation

Whereas the above four boundary conditions are applied to a surface heat generation 
is applied within the material. Joule heating (in which heat is generated within the 
material due to the resistance to current flow) is an example of heat generation. Heat 
generation can be prescribed at a node or in an element.

Time and Temperature Curves

Time curves are used to specify the variation of thermal loads and boundary 
conditions as function of time. All the thermal boundary conditions and loads 
discussed above can vary with time and this variation is specified by defining a time 
curve and associating this curve with the corresponding boundary condition or load.

Temperature curves are used to specify the variation of material properties with 
temperature and they are also used to prescribe the variation of heat transfer 
coefficient, heat generation rate and surface emissivity with temperature.

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Thermal Stress Analysis

Once a thermal analysis is completed, resulting temperature distribution can be used 
to calculate thermal stresses in the material. It is now possible to transfer temperature 
results from transient analysis solution steps as thermal loading to static analysis (up 
to a maximum of 50 steps).

Thermal Bonding

The thermal bonding feature allows the user to connect finite element meshes 
without having to preserve the element type compatibility or mesh continuity at the 
interface. The geometric entities and corresponding element groups that can be 
bonded together are shown in the Table 2-1.

Table 2-1. Geometric Connections for Using Bond

Primary or 
secondary

Primary or 
secondary

Bonding 
interface

Primary

Seconda

ry

Bonding 
interface

Primary or 
secondary

Primary or 
secondary

Bonding 
interface

E xample

P rimary 

E ntity

S e condary 

E ntity

To

Conne ct . . .

CR

CR

PLANE2D to 
PLANE2D, or 
SHELL to 
SHELL

CR

SF or RG

SHELL to 
SHELL, or 
SHELL to 
SOLID

SF or RG

SF or RG

SOLID to 
SOLID

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Bonding of Meshes with Noncompatible Elements

The bond feature allows the user to connect finite element meshes between any two 
intersecting geometries without having to preserve the element type compatibility 
or mesh continuity at the interface. The geometric entities and corresponding 
element groups that can be bonded together are shown in Table 2-1.

In the above table, SHELL refers to all 3-node triangular and 4- or 9-node 
quadrilateral shell elements that are supported in COSMOSM. Similarly, SOLID 
refers to 8- or 20-node hexahedral solid elements as well as 4- or 10-node TETRA 
and 4-node TETRA4R solid elements. Some of the typical applications of the bond 
command are also shown in the above table.

The bond feature is currently applicable to linear static, nonlinear structural, and 
heat transfer analyses only.

The bond capability is specified using the BONDING submenu from LoadsBC > 
STRUCTURAL. The 

BONDDEF

 (LoadsBC > STRUCTURAL > BONDING > 

Define Bond

 

Parameter

) command bonds faces of elements associated with the 

selected geometric entities. The user specifies a primary bond entity (curve, 
surface, or region) and a pattern of target entities (curves, surfaces, or regions). All 
geometric entities must have meshing completed before issuing this command in 
order to generate the bond information. Element edges/faces associated with the 
primary geometric entity are bonded with edges/faces of the secondary entities. The 
command is useful in connecting parts with incompatible mesh at the interface.

The 

BONDLIST

 (LoadsBC > STRUCTURAL > BONDING > 

List

) command can 

be used to list a pattern of bond sets previously defined by the 

BONDDEF

 

(LoadsBC > STRUCTURAL > BONDING > 

Define Bond Parameter

) command. 

A typical listing is as follows:

Stype

Source

Ttype

#Target

Targets

CR

53

SF

1

7

CR

50

SF

1

7

CR

47

SF

1

7

CR

44

SF

1

7

CR

41

SF

1

7

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Examples of Bond Connections

The following figures show examples of non-compatible connections where 
bonding is useful.

Figure 2-1a. Solid-to-Shell Connection

Figure 2-1b. Shell-to-Shell Connection

Figure 2-1c. Solid-to-Solid Connection

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Figure 2-1d. Shell-to-Shell Connection

Figure 2-1e. Shell-to-Shell Connection

Guidelines for Using the Bond Capability

The following points should be considered in the application of this command:

The 

BONDDEF

 (LoadsBC > STRUCTURAL > BONDING > 

Define Bond 

Parameter

) command internally uses constraint equations to match the dis-

placements and rotations of the two parts. The quality assurance tests have 
shown that for parts with reasonable stiffness properties and mesh densities, the 
maximum displacement and stress values obtained from the bond command are 
within ten percent of those values obtained from a merged model with compati-
ble elements and coincident nodes.

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The above command is currently applicable to linear static analysis, buckling, 
natural frequency computations, heat transfer analysis, and nonlinear structural 
analysis only.

Figure 2-2. Uni-directional and Bi-directional Bonding

Primary or the 
source entity is 
always the one 
that has fewer 
degrees of 
freedom

For both types 
of bonding:

Secondary or 
the target 
entity is 
always the 
one that has 
larger number   
of degrees of 

Source

Target

Source or Target

Target or Source

(Same Element Type)

(Same Element Type)

Unidire c t iona l 

Source

Target

Source or Target

Target or Source

(Same Element Type)

Source

Target

Source

Target

(Same Element Type)

Source

Target

Bidire c t iona l 

Unidire c t iona l 

Source

Target

(Same Element Type)

(Same Element Type)

Source

Target

Source

Target

(Same Element Type)

(Same Element Type)

Bidire c t iona l 

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The 

BONDDEF

 (LoadsBC > STRUCTURAL > BONDING > 

Define Bond 

Parameter

) command offers the option of choosing between uni-directional 

bond (i.e. connecting all the nodes on primary entity to the elements on the sec-
ondary entity) or bi-directional bond (i.e. connecting the nodes on each entity to 
the elements on the other entity). The one directional bond should be used when 
connecting lower order elements of the primary (source) entity to lower or 
higher order elements of the secondary (target) entity. The bi-directional bond 
should be used in connecting higher order elements of the primary entity to 
higher order elements of the secondary entity. The following figure illustrates 
uni-directional and bi-directional bonding.

When bonding solids and shells, it is advisable to use shells as the source and 
solids as the target irrespective of the element order.

When shell elements are connected to solid elements, the common nodes at the 
boundary should 

not

 be merged as this will free the rational degrees of shell at 

that node. Actually, it is advantageous 

not

 to have coincident nodes at all in 

such problems. In shell to shell, or, solid to solid connections, merging of the 
coincident nodes at the boundary is allowed.

In problems where the stress concentration at the bonded intersection is critical, 
both parts should have a fine mesh in this region, even though the two meshes 
are not matching (see figure below). You may first perform an analysis with 
coarse mesh to determine the area requiring fine mesh.

Figure 2-3

Bonding surface.  Use fine mesh in this area 
based on results from a coarse one.

Replace the gap by a surface or a region 
type entity and fill with a fine mesh.

To

p plat

e

Bo

tto

m p

lat

e

Bonding curves

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The results obtained from the 

BONDDEF

 (LoadsBC > STRUCTURAL > 

BONDING > 

Define Bond Parameter

) command may deteriorate in problems 

where a rigid part is connected to a relatively flexible part. The bonded area in 
the flexible part undergoes warping or has high displacement gradients. The 
results will improve if the mesh density for the flexible part is increased in the 
bonded area.

The actual constraint relations between the nodes of source and target geometric 
entities are formed and computed in the analysis stage.

Phase Change

When a material changes its phase from/to solid, liquid, or gas, it either generates 
or absorbs heat. The heat associated with phase change is called latent heat. 
HSTAR supports phase change by associating the material property enthalpy with a 
temperature curve, with a sudden rise or drop at the temperature of phase change. 
HSTAR uses this information to calculate and use the latent heat absorbed or 
generated by the material. 

Thermostat

In transient studies, you can control heat power and heat flux conditions by defin-
ing a thermostat. The thermostat is defined by a sensor location (node), a tempera-

ture range (cut-in and cut-out temperatures), and a temperature curve to determine 

the associated heat generation/dissipation boundary conditions. 

The thermostat is considered a heater if the cut-in temperature is lower than the cut-
out temperature and a cooler if the cut-in temperature is higher than the cut-out 

temperature regardless of the associated boundary conditions.

Before starting a solution step, the program checks the temperature of the sensor. If 

the thermostat is a heater, the thermostat is turned on during the next solution step if 

the temperature of the node at the sensor is lower than the cut-out temperature and 
the device is generating heat. If the thermostat is a cooler, the thermostat is turned 

on during the next solution step if the temperature of the node at the sensor is higher 

than the cut-out temperature and the device is dissipating heat. 

Refer to the THSTAT (LoadsBC, THERMAL, THERMOSTAT, Define) com-

mand for details.

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Description of Elements

Introduction

The table on the next page lists the elements supported by the HSTAR module.

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Table 3-1. Elements for Thermal Analysis (HSTAR) 

We can also broadly categorize the elements based on the dimensionality of the 
problem. TRUSS2D, TRUSS3D, BEAM2D, and BEAM3D elements are used for 
one dimensional analysis. PLANE2D, TRIANG, SHELL3T, SHELL4T, SHELL3, 
SHELL4, and HLINK are used for two dimensional problems. SOLID, SOLIDL, 
TETRA4 and TETRA10 are used for three dimensional problems. CLINK and 
RLINK elements could be used for any type of problem. SHELL4L is used for 
analyzing layered composite materials.

For a detailed description of all the above elements, refer to the Element Library 
chapter in the COSMOSM User’s Guide.

Element Type

Element 

Name

2D Spar/Truss

TRUSS2D

2D Elastic Beam

BEAM2D

3D Elastic Beam

BEAM3D

3D Spar/Truss

TRUSS3D

General Mass Element

MASS

Radiation Link

RLINK

Convection Link

CLINK

2D 4- to 8-node Plane Stress, Strain, Body of Revolution

PLANE2D

3D 3- to 6-node Plane Stress, Strain, Body of Revolution

TRIANG

Triangular Thick Shell

SHELL3T

Quadrilateral Thick Shell

SHELL4T

6-Node Triangular Thin Shell

SHELL6

6-Node Triangular Thick Shell

SHELL6T

3D 8- to 20-node Continuum Brick

SOLID

8-node Composite Solid

SOLIDL

3D 4-node Tetrahedron Solid

TETRA4

3D 4-node Tetrahedron Solid with Rotation

TETRA4R

3D 10-node Tetrahedron Solid

TETRA10

Quadrilateral Composite Plate and Shell

SHELL4L

Triangular Thin Shell

SHELL3

Quadrilateral Thin Shell

SHELL4

4-node Hydraulic Link Element

HLINK

Thermal-Fluid Element

FLUIDT

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Brief Description 
of Commands

Command Summary

Solving a typical thermal problem using finite element method involves generating 
a proper finite element mesh, imposing initial and boundary conditions and running 
the analysis. The following sections give a brief description of commands that are 
used in prescribing boundary conditions, specifying analysis options and solution 
parameters. Commands used for a typical 2D analysis are described and similar 
commands are available for 3D analysis.

Material Properties

For a steady state analysis we need only to specify thermal conductivity and for a 
transient analysis, in addition to thermal conductivity we also need to define 
density and specific heat. For thermo-electric coupling, it is also necessary to define 
the value of electrical conductivity. All the material properties are defined using 

MPROP

 (Propsets > 

Material Property

) command from the Propsets menu.

Loads and Boundary Conditions

Nodal temperatures at individual nodes and all nodes associated with a curve, 
contour, region, surface and volume are defined using the LoadsBC > THERMAL 
> TEMPERATURE menu. Convection film coefficients and the associated ambient 
temperatures are specified using the LoadsBC > THERMAL > CONVECTION 

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submenu. Radiation energy exchange between a surface and the ambient 
atmosphere is specified using the LoadsBC > THERMAL > RADIATION menu. 
Heat flux entering or leaving a surface can be prescribed using LoadsBC > 
THERMAL > HEAT FLUX menu. Heat generation can be specified at point or 
volumetric sources. Nodal heat generation is specified using the LoadsBC > 
THERMAL > NODAL HEAT menu. Element heat generation is specified using the 
LoadsBC > THERMAL > ELEMENT HEAT menu. For modeling heat transfer due 
to flow in a pipe, the HLINK element can be used and the input for thermal 
boundary conditions is specified using LoadsBC > THERMAL > HYDRAULIC 
FLOW menu.

For radiation heat exchange between multiple bodies, the view factors are 
automatically calculated by the program using the following commands from 
Analysis > HEAT TRANSFER menu: 

RVF Entity Type (RVFTYP)

RVF Source/

Target (RVFDEF)

Del Rad View Factor (RVFDEL)

 and 

List Rad View Factor 

(RVFLIST)

.

Time and Temperature Curves

Time curves are used to specify the variation of thermal loads and boundary 
conditions as function of time. All the thermal boundary conditions and loads can 
vary with time. Temperature curves are used to specify the variation of material 
properties with temperature and they are also used to prescribe the variation of heat 
transfer coefficient and heat generation rate with temperature.

Using a time or temperature curve involves the following steps.

Define time or temperature curve using the 

CURDEF

 (LoadsBC > FUNCTION 

CURVE > 

Time/Temp Curve

) command. This curve is automatically activated.

Define the entity of interest (boundary condition, load, material property, etc.).

Deactivate the curve using 

ACTSET

 (Control > ACTIVATE > 

Set Entity

) com-

mand so that this curve is not inadvertently associated with some other entity 
defined later on.

For example, we want to prescribe a time varying temperature boundary condition. 
First issue 

CURDEF

 (LoadsBC > FUNCTION CURVE > 

Time/Temp Curve

command to define time curve. Next, define the nodal temperature at the beginning 
of the curve. Deactivate the curve association after you have finished the time-
dependent input.

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Geo Panel:   LoadsBC > THERMAL > TEMPERATURE > 

Define Nodes (NTND)

Define nodal temperatures ...

Geo Panel:   Control > ACTIVATE > 

Set Entity (ACTSET)

Set label > 

TC: Time Curve

Time curve label > 

0

An example of the use of a temperature curve for prescribing a material property 
variation is (after defining the temperature curve):

Geo Panel:   Propsets >

 

Material Property (MPROP)

Define thermal conductivity (kx) ...

Geo Panel:   Control > ACTIVATE > 

Set Entity (ACTSET)

Set label > 

TC: Temperature Curve

Temperature curve label > 

0

Thermal Stress Analysis

Once a thermal analysis is completed, resulting temperature distribution can be 
used to calculate thermal stresses in the material. The following steps can be used 
to calculate thermal stresses.

Complete the thermal analysis.

Use 

TEMPREAD

 (LoadsBC > LOAD OPTIONS > 

Read Temp as Load

) com-

mand to specify the time step at which thermal stress analysis is to be done.

Activate the thermal loading using the 

A_STATIC

 (Analysis > STATIC > 

Static 

Analysis Options

) command.

Run the static analysis using R_STATIC (Analysis > STATIC > 

Run Static 

Analysis

) command.

Thermal Bonding

The bonding feature can be used to handle problems in which adjacent geometric 
entities (as curves, surfaces or regions or combinations of these) are meshed in an 
incompatible manner. The 

BONDDEF

 (LoadsBC > STRUCTURAL > BONDING 

Define Bond Parameter

) command is used to specify the interfaces along which 

mesh incompatibility exists.

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Thermal Analysis Options

HSTAR is capable of solving both steady state and transient problems. The type of 
analysis (steady state or transient) is set using the 

A_THERMAL

 (Analysis > HEAT 

TRANSFER > 

Thermal Analysis Options

) command. By default, steady state 

analysis is performed. 

A_THERMAL

 (Analysis > HEAT TRANSFER> 

Thermal 

Analysis Options

) command also specifies convergence parameters for nonlinear 

problems and analysis options for thermo-electric coupling. For transient problems, 
the total solution time and time step are prescribed using the 

TIMES

 (LoadsBC > 

LOAD OPTIONS > 

Time Parameter

) command. Initial distribution of temperature 

is input by the 

INITIAL

 (LoadsBC > LOAD OPTIONS > 

Initial Cond

) command. 

The printing and plotting of output results from a transient analysis is controlled by 
the 

HT_OUT

 (Analysis > HEAT TRANSFER > 

Thermal Output Options

command.

Postprocessing

The output generated by the thermal analysis can be viewed graphically in 
GEOSTAR. Issue the Results > PLOT > 

Thermal

 command to load temperature, 

gradient or heat flux values into memory and plot the loaded data. We can also look 
at the time history of temperature, gradient, etc. at any node. First issue the 

ACTXYPOST

 (Display > XY PLOTS > 

Activate Post-Proc

) to load proper data 

into memory and then issue 

XYPLOT

 (Display > XY PLOTS > 

Plot Curves

) to plot 

the time history.

Commands Likely to be Used for a Given Analysis

The following section gives a brief description of commands that may be necessary 
to run a given type of analysis once a proper finite element mesh is generated. This 
is intended as a general guideline only because the problem at hand may not need 
all the commands that are mentioned below or it may need some other commands 
which are not mentioned. The commands are given for a typical 2D problem and 
similar commands are available for 3D problems.

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Steady State Analysis

Command (Cryptic)

Intended Use

MPROP

(Propsets > Material Property) 

Specify material properties

RCONST

(Propsets > Real Constant) 

Specify real constants

NTCR

(LoadsBC > THERMAL > TEMPERATURE > 
Define Curves) 

Specify nodal temperature 
boundary conditions

CECR

(LoadsBC > THERMAL > CONVECTION > 
Define Curves) 

Specify convection boundary 
conditions

QESF

(LoadsBC > THERMAL > ELEMENT HEAT 
> Define Surfaces) 

Specify element heat 
generation rate

QSF

(LoadsBC > THERMAL > NODAL HEAT > 
Define Surfaces) 

Specify nodal heat 
generation rate

HFND

(LoadsBC > THERMAL > HEAT FLUX > 
Define Nodes) 

Specify nodal fluid flow rate 
(for HLINK element)

NPRND

(LoadsBC > FLUID FLOW > PRESSURE > 
Define Nodes) 

Specify nodal pressure 
(for HLINK element)

HXCR

(LoadsBC > THERMAL > HEAT FLUX > 
Define Curves) 

Specify heat flux boundary 
condition

RECR

(LoadsBC > THERMAL > RADIATION > 
Define Curves) 

Specify radiation boundary 
condition

RVFTYP

(Analysis > HEAT TRANSFER > 
RVF Entity Type) 

Specify analysis options for 
thermal radiation exchange 

RVFDEF

(Analysis > HEAT TRANSFER > 
RVF Source/Target) 

Specify radiation exchange 
between bodies

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Transient Analysis

In addition to the above commands for a steady state problem, it is necessary to 
issue the following commands for a transient problem.

CURDEF

(LoadsBC > FUNCTION CURVE > 
Time/Temp Curve) 

Specify temperature curve 
for defining temperature 
dependent material properties

BONDDEF

(LoadsBC > STRUCTURAL > BONDING > 
Define Bond Parameter) 

Define bonding at interfaces of 
geometric entities which are 
meshed in an incompatible 
manner

A_THERMAL

(Analysis > HEAT TRANSFER > 
Thermal Analysis Options) 

Specify thermal analysis 
options

R_THERMAL

(Analysis > HEAT TRANSFER > 
Run Thermal Analysis) 

Run the analysis

Command (Cryptic)

Intended Use

CURDEF

(LoadsBC > FUNCTION CURVE > 
Time/Temp Curve) 

Define a time curve which 
specifies the time variation of 
loads and boundary conditions

TIMES

(LoadsBC > LOAD OPTIONS > Time 
Parameter) 

Specify the total solution time 
and time step

INITIAL

(LoadsBC > LOAD OPTIONS > Initial Cond) 

Specify the initial temperature 
distribution

HT_OUTPUT

(Analysis > HEAT TRANSFER > 
Thermal Output Options) 

Specify printing and plotting 
intervals for the results from 
thermal analysis

Command (Cryptic)

Intended Use

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Detailed Examples

Introduction

This example is a typical heat transfer analysis problem solved by the HSTAR 
module of COSMOSM through GEOSTAR. A detailed description of the required 
steps to set up and solve the problem is furnished.

Temperature Distribution on a Plate

Determine the temperature distribution in a plate subjected to temperature and 
convection boundary conditions. Consider the effect of constant heat generation on 
the plate. The plate is shown in Figure 5-1. 

Figure 5-1

h = 0.0001 BTU 

X

Y

Z

A

B

C

a

a

h

2

T = 10

°

 F

T = 100

°

  F

D

  / in     - sec - 

°

F

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Given

Thickness of plate 

= h = 1 in

Side of plate 

= a = 10 in

Temperature on edge AB

= 100

° F

Ambient temperature 

= 10

° F

Thermal conductivity of steel = 0.0006688 BTU/in sec 

°F

Constant heat generation

= 0.001 BTU/in

3

 sec

Convective heat transfer
coefficient on the edge DC 

= 0.0001 BTU/in

2

 sec 

°F

GEOSTAR Input

Input the problem step-by-step with GEOSTAR commands and perform thermal 
analysis. Node generation commands will not be discussed in detail.

1.

Define the element group. For this example, the 2D plane stress element is 
selected. 

Geo Panel:   Propsets > 

Element Group (EGROUP)

Element group > 

1

Element category > 

Area

Element type (for area) > 

PLANE2D

Accept defaults ...

2.

Define the Thickness of the Plane Stress element.

Geo Panel:   Propsets > 

Real Constant (RCONST)

Associated element group > 

1

Real constant set > 

1

Start location of the real constants > 

1

No. of real constants to be entered > 

2

RC1: Thickness >

 1

RC2: Material angle (Beta) >

 0.0

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3.

Define thermal conductivity.

Geo Panel:   Propsets > 

Material Property (MPROP)

Material property set > 

1

Material property name > 

kx

Property value > 

0.0006688

Since the material is isotropic, this thermal conductivity value is used by default 
in all directions, i.e., K

x

 = K

y

 = K

z

.

4.

The geometry of the model is created next. Change the view to X-Y using the 
viewing icon. Define the X-Y plane on which the surface is created as follows:

Define the xy plane.

Geo Panel:   Geometry > GRID > 

Plane (PLANE)

Rotation/sweep axis > 

Z

Offset on axis > 

0.0

Grid line style > 

Solid

Geo Panel:   Geometry > SURFACES > 

Define w/4 Coord (SF4CORD)

Surfaces > 

1

XYZ-coordinate value of Keypoint 1> 

0,0,0

XYZ-coordinate value of keypoint 2 > 

10,0,0

XYZ-coordinate value of keypoint 3 > 

10,10,0

XYZ-coordinate value of keypoint 4 > 

0,10,0

5.

Define elements and nodes through mesh generation.

Geo Panel:   Meshing > PARAMETRIC MESH >

 Surfaces (M_SF)

Beginning surface > 

1

Ending surface > 

1

Increment > 

1

Number of nodes per element > 

4

Number of elements on 1st curve >

 5

Number of elements on 2nd curve > 

5

Spacing ratio for 1st curve > 

1.0

Spacing ratio for 2nd curve > 

1.0

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6.

See the Auto scale icon to properly view the model. Define temperature bound-
ary conditions along curve 3.

Geo Panel:   LoadsBC > THERMAL > TEMPERATURE > 

Define Curves (NTCR)

Beginning curve > 

3

Value > 

100

Ending curve > 

3

Increment > 

1

7.

Define convection boundary conditions along curve 4.

Geo Panel:   LoadsBC > THERMAL > CONVECTION > 

Define Curves (CECR)

Beginning curve > 

4

Convection coefficient >

 0.0001

Ambient temperature > 

10

Ending curve > 

4

Increment > 

1

Time curve for ambient temperature > 

0

8.

The constant heat generation rate is specified using the 

QESF

 (LoadsBC > 

THERMAL > ELEMENT HEAT > 

Define Surfaces

) command.

Geo Panel:   LoadsBC > THERMAL > ELEMENT HEAT > 

Define Surfaces 

(QESF)

Beginning surface > 

1

Value >

 0.001

Ending surface > 

1

Increment > 

1

9.

The thermal analysis option by default is “steady state” thus the 

A_THERMAL

 

(Analysis > HEAT TRANSFER > 

Thermal Analysis Options

) command is not 

required. Just use the 

R_THERMAL

 (Analysis > HEAT TRANSFER > 

Run

 

Ther-

mal Analysis

) command to run the heat transfer program.

When the analysis is completed, the program will return to GEOSTAR. Next use 
the 

EDIT

 (FILE > 

Edit a File

) command or your favorite editor to view the output file 

(*.TEM). Use the 

ACTTEMP

 and 

TEMPPLOT

 (Results > PLOT > 

Thermal

) commands 

to generate a temperature contour plot.

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Results

Temperature at node 24:

Analytical solution

= 76.0306

° F

HSTAR solution

= 76.0307

° F

An Example of Thermal Bonding

The following example illustrates the use of the BONDING feature in thermal 
analysis. The problem is to find the temperature distribution in a plate which is 
subjected to temperature boundary conditions. To illustrate the bonding capability 
of the HSTAR program, the plate is divided into two surfaces which are meshed in 
such a way that the meshing is incompatible at the interface of the two surfaces.

Figure 5-2

Given

Thickness of the plate 

= 1 cm

Length of the plate 

l = 2 m

Width of the plate 

= 1 m

Temperature on edge AB = 0

° C

Temperature on edge CD = 100

° C

Thermal conductivity 
of the material

= 1 W/m - K

b

Node 49

T = 0

°

 C

B

A

D

C

T = 100

°

 C

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GEOSTAR Input

The following is a step by step procedure to generate the required input and 
perform the thermal analysis.

1.

Define the element group 2D Plane stress element is selected.

Geo Panel:   Propsets > 

Element Group (EGROUP)

Element group > 

1

Element category > Area
Element type (for area) > 

PLANE2D

Accept defaults ...

2.

Define the thickness of the Plane stress element through a real constant set.

Geo Panel:   Propsets > 

Real Constant (RCONST)

Associated element group > 

1

Real constant set > 

1

Start location of the real constants > 

1

No. of real constants to be entered > 

2

RC1: Thickness > 

0.01

RC2: Material angle (Beta) > 

0.0

3.

Define thermal conductivity.

Geo Panel:   Propsets > 

Material Property (MPROP)

Material property set > 

1

Material property name > 

kx

Property value > 

1.0

4.

Define the geometry of the model. Change the view to X-Y using the Viewing 
icon. Define the X-Y plane on which the surface is created as follows:

Geo Panel:   Geometry > GRID > 

Plane (PLANE)

Rotation/sweep axis > 

Z

Offset on axis > 

0.0

Grid line style > 

Solid

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Geo Panel:   Geometry > SURFACES > 

Define w/4 Coord (SF4CORD)

Surface > 1
XYZ-coordinate of keypoint 1 > 

0,0,0

XYZ-coordinate of keypoint 2 >

 1,0,0

XYZ-coordinate of keypoint 3 > 

1,1,0

XYZ-coordinate of keypoint 4 > 

0,1,0

Generate an additional surface by translating the first surface in the x-direction 
by 1 m.

Geo Panel:   Geometry > SURFACES > GENERATION MENU > 

Generate 

(SFGEN)

Generation number > 

1

Beginning surface > 

1

Ending surface > 

1

Increment > 

1

Generation flag > 

Translation

X-displacement > 

1.0

Y-displacement > 

0.0

Z-displacement > 

0.0

5.

Use the Auto scale option to see the model clearly. Define elements and nodes 
through mesh generation. Note that the two surfaces are meshed separately to 
create incompatibility at the interface of the two surfaces.

Geo Panel:   Meshing > PARAMETRIC MESH > 

Surfaces (M_SF)

Beginning surface > 

1

Ending surface > 

1

Increment > 

1

Number of nodes per element > 

4

Number of elements on 1st curve > 

5

Number of elements on 2nd curve > 

5

Accept defaults ...

Geo Panel:   Meshing > PARAMETRIC MESH > 

Surfaces (M_SF)

Beginning surface > 

2

Ending surface > 

2

Increment > 

1

Number of nodes per element > 

4

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Number of elements on 1st curve > 

5

Number of elements on 2nd curve > 

4

Accept defaults ...

6.

Merge the coincident nodes

Geo Panel:   Meshing > NODES > 

Merge (NMERGE

)

Accept defaults ...

7.

Define temperature boundary conditions along the left and right edges of the 
plate.

Geo Panel:   LoadsBC > THERMAL > TEMPERATURE >

 Define Curves (NTCR)

Beginning curve > 

3

Value > 

0

Ending curve > 

3

Increment > 

1

Geo Panel:   LoadsBC > THERMAL > TEMPERATURE > 

Define Curves (NTCR)

Beginning curve > 

5

Value > 

100

Ending curve > 

5

Increment > 

1

8.

Define bonding between the two surfaces

Geo Panel:   LoadsBC >STRUCTURAL >BONDING >

Define Bond Parameter 

(BONDDEF)

Bonding set > 

1

Primary geometric entity type > 

Curve

Primary curve > 

4

Secondary geometric entity type > 

Curve

Beginning curve > 

4

Ending curve > 

4

Increment > 

1

Direction flag > 

Bi Dir

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9.

Run the thermal analysis.

Geo Panel:   Analysis > HEAT TRANSFER > 

Run Thermal Analysis 

(R_THERMAL)

After the analysis is completed, the program will return to GEOSTAR. Use the 

ACTTEMP

 and 

TEMPPLOT

 (Results > PLOT > 

Thermal

) command to generate a 

temperature plot.

Results

Temperature at node 49:

Analytical solution 

= 50

° C

HSTAR solution 
(with bonding)

= 50

° C

HSTAR solution 
(without bonding)

= 75.9

° C

Listing of Session File

EGROUP,1,PLANE2D,0,1,0,0,0,0,0,
RCONST,1,1,1,2,0.01,0,
MPROP,1,KX,1.0,
PLANE,Z,0,1,
VIEW,0,0,1,0,
SCALE,0,
SF4CORD,1,0,0,0,1,0,0,1,1,0,0,1,0,
SFGEN,1,1,1,1,0,1.0,0,0,
M_SF,1,1,1,4,5,5,1,1,
M_SF,2,2,1,4,5,4,1,1,
NMERGE,1,66,1,0.0001,0,1,0,
NTCR,3,0.0,3,1,
NTCR,5,100.0,5,1,
BONDDEF,1,0,4,0,4,4,1,2,
R_THERMAL

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6-1

6

Verification Problems

Introduction

In the following, a comprehensive set of verification problems are provided to 
illustrate the various features of the heat transfer analysis module (HSTAR). The 
problems are carefully selected to cover a wide range of applications in the field 
of thermal analysis.

The input files for the verification problems are available in the “...\Vprobs\ 
HeatTransfer” folder. Where “...” denotes the COSMOSM installation folder. For 
example the input file for problem TL01 is “...\Vprobs\HeatTransfer\TL01.GEO”.

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Linear Heat 
Transfer Analysis

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Part 1   HSTAR Heat Transfer Analysis

TL01: Steady State Heat 

Conduction in a Square Plate

TYPE: 

Steady state heat conduction with prescribed temperature boundary conditions, 
SHELL3T elements are used.

REFERENCE: 

Carslaw, H. S., and Jaeger, J. C., “Conduction of Heat in Solids,” 2nd edition, 
Oxford 

University Press, 1959.

PROBLEM: 

Determine the temperature at the center of a square plate with prescribed edge 
temperatures.

GIVEN: 

Thermal Conductivity

= 43 w/m 

°C

Boundary Conditions:

Along the edge AB, temp. = 0

° C

Along the edge BC, temp. = 0

° C

Along the edge CD, temp. = 0

° C

Along the edge DA, temp. = 100

° C

Width and Height of Plate = 4 m

MODELING HINTS:

Since the plate and boundary conditions are symmetrical about cross-section I-I, 
only one half of the plate is modeled using SHELL3T elements as shown in the 
figure.

ANALYTICAL SOLUTION:

Temperature at any point (x,y) in the plate is:

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Where

= The length of a side of plate 

T

o

= The temperature at x = 0

COMPARISON OF RESULTS:

At the center of the plate (Node 41).

Figure  TL01-1

Temperature 

°

C

Theory

25

COSMOSM

25

Difference

0%

39

38

40

37

Y

C

D

X

A

B

I

I

0

°

0

°

0

°

100

°

1

2

3

4

5

41

6

42

7

43

8

44

9

45

28

36

19

27

10

18

Problem Sketch

Finite Element Model

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Part 1   HSTAR Heat Transfer Analysis

TL02: Steady State Heat Conduction

in an Orthotropic Plate

TYPE: 

Steady state heat conduction with convection boundary conditions, SHELL4 
elements are used.

REFERENCE: 

M. N. Ozisik, “Heat Conduction,” Wiley, New York, 1980.

PROBLEM: 

Determine the temperature distribution in an orthotropic plate with a constant rate of 
heat generation. The boundaries at x = 0 and y = 0 are insulated, and those at x = a 
and y = b are dissipating heat by convection into the atmosphere which is at zero 
temperature.

GIVEN: 

MODELING HINT:

Plate is modeled using 200 SHELL4 elements.

ANALYTICAL SOLUTION: 

Thermal Conductivity 
  along x direction = K

x

 = 10 w/m

° C

  along y direction = K

y

 = 20 w/m

° C

Length of the plate = a = 1 m
Width of the plate = b = 2 m
Thickness of the plate = 0.1 m
Rate of heat generation Q = 100 w/m

3

Convection Heat Transfer Coefficient 
  at the boundary BC = h

1

 = 10 w/m

2

° C

  at the boundary DC = h

2

 

= 20 w/m

2

° C

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Where: 

K

1

 = K              K

2

 = Ky

COMPARISON OF RESULTS: 

Figure TL02-1

Node

X (m)

Theory

COSMOSM

111

0.0

8.5094

8.5122

112

0.1

8.4832

8.4860

113

0.2

8.4045

8.4073

114

0.3

8.2728

8.2757

115

0.4

8.0874

8.0902

116

0.5

7.8471

7.8499

117

0.6

7.5505

7.5533

118

0.7

7.1959

7.1985

119

0.8

6.7811

6.7836

120

0.9

6.3038

6.3060

121

1.0

5.7613

5.7631

b

Insulated

Insulated

a

221

231

1

11

y

x

Problem Sketch

Finite Element Model

A

B

C

D

T    =  0

°

  C

h    = 20 w/m    

°

 C

2

2

T    =  0

°

  C

h    = 10 w/m    

°

 C

2

1

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TL03: Transient Heat Conduction

 in a Long Cylinder

TYPE: 

Transient heat conduction with convection boundary conditions, PLANE2D 
elements.

REFERENCE: 

J. P. Holman, “Heat Transfer,” McGraw-Hill Book Company, 1976, p. 117.

PROBLEM: 

A long aluminum cylinder, 5 cm in diameter and initially at 200 

°C, is suddenly 

exposed to a convection environment at 70 

°C and h = 525 W/m

2

 

°C. Calculate the 

temperature at a radius of 1.25 cm, one minute after the cylinder is exposed to the 
environment.

GIVEN: 

Radius of cylinder

= r

o

 = 0.025 m

Thermal conductivity

= K = 215 W/m

° C

Mass density

ρ = 2700 Kg/m

3

Specific heat

= C = 936.8 J / Kg

° C

Initial temperature

= T

0

 = 200

° C

Ambient temperature

= T

 = 70

° C

Convective heat 
transfer coefficient 

= h = 525 w/m

°C

MODELING HINTS: 

Since the cylinder and boundary conditions are axisymmetric, PLANE2D 
axisymmetric elements are used to model this problem.

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COMPARISON OF RESULTS:

Comparison of solutions is made at r = 0.0125 m (node 21) and at t = 60 sec:

Figure TL03-1

Temperature 

°

C

Theory

118.40

COSMOSM

119.49

h, T

8

X

Z

Problem

Sketch

r
 

o

Y

2

6

4

40

42

41

39

1

5

3

Y

Finite Element Model

X

1

2

r
 

o

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TL04: Thermal Stresses in 

a Hollow Cylinder

TYPE: 

Thermal stress analysis, PLANE2D axisymmetric element.

REFERENCE: 

Timoshenko and Goodier, “Theory of Elasticity,” McGraw-Hill Book Co., New 
York, 1961.

PROBLEM: 

The hollow cylinder in plane strain is subjected to two independent loading 
conditions.

1.

An internal pressure Pa

2.

A steady state axisymmetric temperature distribution due to the following 
boundary conditions.

At r = 1, temperature = 100

° F

At r = 2, temperature = 0

° F

Pressure and Temperature Loading PLANE2D Axisymmetric Model.

GIVEN:

E

= 30 x 10

6

 psi

a

=  1  in

b

=  2  in

ν

 = 

0.3

α

x

= 1 *10

-6

/

°F

Kx = 1 Btu/in sec 

°F

Pa = 100 psi
T

a

= 100 

°F

T

b

= 0 

°F

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COMPARISON OF RESULTS:

Figure TL04-1

Theory

COSMOSM

Temperature in 

°

F

Node 23

59.401

59.398

Node 42

23.447

23.447

Stress at r=1.325” (Center of Element 7) in psi

T

r

(SX)

-398.34i

-398.14i

T

θ

(SZ)

-592.47i

-596.38

L

Problem Sketch

T

Pa

Tr

15

14

28

1 2 3

12

45

x

y

b

31

8

7

30

C

Finite Element Model

16

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θ

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TL05: Heat Conduction Due to 

a Series of Heating Cables

TYPE: 

Steady state heat conduction due to internal heat generation (PLANE2D elements).

REFERENCE: 

J. N. Reddy, “An introduction to the finite element method.” McGraw-Hill Book 
Co., 1984, p. 260.

PROBLEM: 

A series of heating cables have been placed in a conducting medium as shown in 
figure. The medium has conductivities of K

x

 = 10 w/cm

 °K and K

y

 = 15 w/cm

°K. 

The Upper surface is exposed to a temperature of -5

° C, and the lower surface is 

bounded by an insulating medium. Assuming that each cable is a point source of 250 
w, determine the temperature distribution in the medium.

GIVEN: 

Thermal conductivity in:

 x direction K

x

= 10 w/cm 

°K

 y direction K

y

= 15 w/cm 

°K

Ambient temperature T 

= 268

° K

Convection coefficient h

= 5 w/cm

2

 

°K

Rate of heat generation in the cable per unit length Q= 250 w

MODELING HINTS:

Since the cables are uniformly distributed throughout the medium, the problem can 
be simplified by analyzing only the section ABCD as shown in the figure. Because 
of symmetry, consider the sides AD and BC to be insulated. Since the medium is 
symmetric about x-y plane, plane strain option of PLANE2D elements has been 
selected.

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Figure TL05-1

145

153

1

9

D

C

113

A

B

4

Cables

2

X

4

Y

T      = 268 

°

 K

h      = 5 w/cm    

°

 K

8

2

Insulated

Finite Element 

Model

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X

Problem Sketch

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B

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TL06: Pressure Distribution 

in an Aquifer Flow

TYPE: 

Seepage flow, PLANE2D elements.

REFERENCE: 

J. N. Reddy, “An introduction to the finite element method,” McGraw-Hill Book 
Co., 1984, p. 103.

PROBLEM: 

A well penetrates an aquifer and pumping is done at a rate of Q = 150 m

3

/h. The 

permeability of the aquifer is K = 25 m

3

/(hm

2

). The aquifer is unconfined and radial 

symmetry exists in the flow field (with the origin of the radial coordinate being at 
the pump). A constant head of U = 50 m exists at a radial distance of L = 200 m. 
Determine the distribution of piezometric head.

GIVEN: 

Permeability of aquifer

= K = 25 m

3

/(h m

2

)

piezometric head (at r = 200 m) = U = 50 m
Rate of pumping

= Q = 150 m

3

/h 

MODELING HINTS:

This problem is modeled by PLANE2D elements. Since the distribution of pressure 
in the radial direction is a function of logarithm of radial coordinate, variable node 
spacing is used to get better results. The ratio of last division size to the first division 
size along the radial direction is assumed to be 6. This problem has been solved 
using two types of PLANE2D elements.

Case A

Plane strain option of PLANE2D elements has been selected. This type of model is 
especially useful to visualized piezometric head contours (which are concentric 
circles).

Case B

Axial symmetry of the problem is used to simplify the model. Axisymmetric option 
of PLANE2D elements has been selected. Note that the governing equation of this 

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COSMOSM Advanced Modules

problem is similar to that of steady state heat conduction in radial direction. Hence 
this problem has been solved by identifying the variables as shown in Table 6-1

Table TL06-1. Interpretation of Heat Conduction Variables in Seepage Problem

ANALYTICAL SOLUTION:

The governing equation for an unconfined aquifer with flow in the radial direction 
is given by:

Where:

r

= radial coordinate

Q = recharge
K = coefficient of permeability
u

= piezometric head

Note that pumping is considered to be a negative recharge.

The associated boundary conditions are at 

r

=  0

Q = recharge
r

=  L

u

=  u

0

Solution of the above differential equation is given by

Variable

Steady State

Heat Conduction

Pressure Distribution

is an Aquifer Flow

u

Temperature

Piezometric head

K

Thermal conductivity

Permeability coefficient

Q

Internal heat generation

Recharge

r

Radial coordinate

Radial coordinate

In

de

x

In

de

x

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COSMOSM Advanced Modules

6-15

Part 1   HSTAR Heat Transfer Analysis

COMPARISON OF RESULTS:

Piezometric head at r = 84.18246 (at Node 5)

Figure TL06-1

Theory

COSMOSM

Case A

COSMOSM

Case B

Head (m)

49.174

49.205

49.750

8 9 10 11 12          13          14    

1 2 3    4       5            6              7

25

19

13

7

73

67

61

55

49

43

37

31

6

5

4

Case B

Case A

CL

L

X

Y

CL

X

Problem Sketch and Finite Element Model

Z

L

3

In

de

x

In

de

x

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6-16

COSMOSM Advanced Modules

TL07: Potential Flow Over a Cylinder 

Confined Between Two Walls

TYPE: 

Potential flow: stream function and velocity potential formulations

REFERENCE: 

Irving H. Shames, “Mechanics of Fluids,” McGraw-Hill Book Co., 1982.

PROBLEM: 

Consider an infinitely long 
cylinder at rest in a large 
body of fluid flowing 
uniformly at right angles 
to the axis of the cylinder. 
Assuming irrotational and 
incompressible flow, find 
the maximum velocity of 
the flow.

Solve the problem using the 
Stream function 
formulation.

GIVEN: 

Diameter of cylinder
= d = 0.2 m
Velocity = V

0

 = 1.0 m/s

MODELING HINTS:

This problem has been modeled by PLANE2D elements. Note that the model is 
symmetric about the axes EG and HF. Hence it is sufficient to analyze one quarter 
of the model with the appropriate boundary conditions on the axes of symmetry.

Assume that the velocity is constant at a distance of 1 m from the axis of cylinder. 
Since the gradients of stream function are very high near the cylinder, variable mesh 
spacing has been selected. Note that the variable finite element mesh can be 
generated very easily using mesh generation commands. 

o

H

0 .1   m

C

d

Problem Sketch

A

E

D

F

B

G

K

J

I

L

d

Figure  TL07-1

In

de

x

In

de

x

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Part 1   HSTAR Heat Transfer Analysis

Stream Function Formulation

The incompressible steady flow may be represented by Laplace equation:

For a two dimensional flow, the above equation can be rewritten as:

Where 

Ψ is called stream function. The velocity field may be obtained from stream 

function as:

Note that the stream function has a property that the flow normal to streamlines is 
zero. Hence, the fixed surfaces correspond to streamlines. Thus, the cylindrical 
surface IL may be treated as a streamline.

Also, note that the velocity normal 
to the horizontal axis of symmetry 
is zero.   Hence, the horizontal axis 
of symmetry may also be treated as 
a streamline. Similarly, the top 
surface (represented by line DH) is 
also a streamline.

Since the velocity field depends 
on the relative difference of stream 
functions take the value of stream-
line along the horizontal axis of 
symmetry as zero, 

i.e., 

ψ

EI

 - 

ψ

IL

 = 0

Along the surface ED,

u =V

0

 = Velocity of flow

ν = 0

Figure  TL07-2

Y

H

D

E

L

ψ

 = 1

ψ

 = 0

ψ

 = 0

I

ψ

 = V  Y

o

X

Boundary Conditions

In

de

x

In

de

x

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Chapter 6   Verification Problems

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COSMOSM Advanced Modules

or 

ψ = -V

0

 Y

ψ

DH

 - = -V

0

 Y

and

ψ

DH

 - = -1

Analogy between stream function formulation of potential flow and heat 
conduction. The governing equation of stream function formulation stream of 
potential flow is similar to steady state heat conduction equation with no heat 
generation.

Head conduction

Gradients of temperature

Stream function

Temperature

Potential flow

Velocity components

Hence, HSTAR may be used to solve the potential flow problem by following the 
steps given below.

1.

Set thermal conductivity Kx = 1.

2.

Apply prescribed temperature boundary conditions wherever prescribed stream 
functions are to be applied.

3.

The velocity field may be obtained by calculating the gradients of stream func-
tion (please see the options in 

PRINT

 command).

COMPARISON OF RESULTS:

At (x = 0, y = 0.1) (i.e., at Node 861).

Stream Function Formulation

Theory

COSMOSM

Ψ

0

0

= − (∂Ψ/∂

y

)

2

1.914

υ = (∂Ψ/∂

x

)

0

0.025

In

de

x

In

de

x

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6-19

Part 1   HSTAR Heat Transfer Analysis

TL08: Transient Heat Conduction in 

a Slab of Constant Thickness

TYPE:

Linear transient heat conduction, TRUSS2D 
elements.

REFERENCE:

Gupta, C. P., and Prakash, R., “Engineering Heat 
Transfer,” Nem Chand and Bros., India, 1979, pp. 
155-157.

PROBLEM:

A large plate of thickness 62.8 cm is initially at a 
temperature of 50

° C. Suddenly, both of its faces 

are raised to and held at 550

° C.

Determine:

1.

The Temperature at a plane 15.7 cm from the 
left surface, 5 hours after the sudden change in 
surface temperature.

2.

Instantaneous heat flow rate at the left surface 
at the end of 5 hours.

3.

Total heat flow across the surface at the end of 
5 hours.

GIVEN:

Thickness of slab

= L = 0.628 m

Area of cross section

= 1 m

2

Density

ρ = 23.2 Kg/m

3

Solution time

= 5 hours

Initial temperature

= T

i

 = 50

° C

Thermal conductivity

= K = 46.4 J/m - hr 

°K

Specific heat

= c = 1000 J/Kg - 

°K

Left and right surface temperatures = T

s

 = 550

° C

Figure  TL08-1

X

L

y

Problem Sketch

Ts

Ts

In

de

x

In

de

x

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Chapter 6   Verification Problems

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COSMOSM Advanced Modules

MODELING HINTS:

Since the other 
dimensions of the 
plate are infinitely 
large, conduction 
occurs through thick- 
ness, i.e., along 
x-axis. Therefore, 
this problem can 
be modeled with 
one dimensional 
elements having a 
total length of 
(L = 0.628 m) and 
considering a cross 
sectional area of 
(A = 1 m

2

). Sixteen 

TRUSS2D elements will be used to model this problem as shown in TL08-2.

ANALYTICAL SOLUTION

Let:

T

= Temperature at any point x

T

s

= Surface temperature

T

i

= Initial temperature

t

=  Time

Temperature is:

(n = 1, 3, 5, ----)

Instantaneous heat flow rate per unit area at any point is:

(n = 1, 3, 5, ----)

Figure  TL08-2

L

1

2

3

4

17

16

15

14

1

2

3

14 15 16

X

Finite Element Model

Temp._Time Curve

0.0

5.0

1.0

Time

Temperature

In

de

x

In

de

x

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Part 1   HSTAR Heat Transfer Analysis

Total heat flow during time t = 0 to t* is:

(n = 1, 3, 5, ----)

COMPARISON OF RESULTS: 

At time t* = 5 hours:

Figure TL08-3

Location
Distance

(m)

Location

Node No.

Theory

COSMOSM

Difference

%

Temp (T)

0.157

5

183.9

183.81

0.05

Heat Flow/

Unit Time (q)

0

1

130,880

130,030

0.65

Cumulative

Heat Flow (Q)

0

1

1,125,330

1,092,200

2.94

78.6001

2.5250

0.0500

T ime

64.3000

50.000

5.0000

Temperature Versus 
Time for Node 9

T
e

m

p
e

r

a

t

u

r

  e  

In

de

x

In

de

x

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Chapter 6   Verification Problems

6-22

COSMOSM Advanced Modules

TL09: Heat Transfer from 

Cooling Fin

TYPE: 

Heat transfer analysis, truss 
elements and convection link 
elements.

REFERENCE:

Kreith, F., “Principles of Heat 
Transfer,” International 
Textbook Co., Scranton, 
Pennsylvania, 2nd Printing, 
1959.

PROBLEM:

A cooling fin of square cross-
sectional area A, length l, and 
conductivity k extends from a 
wall maintained at temperature 
T

w

. The surface convection 

coefficient between the fin and 
the surrounding air is h, the air 
temperature is T

a

, and the tip of 

the fin is insulated. Determine 
the heat conducted by the fin q 
and the temperature of the tip 
T

l

.

GIVEN: 

= 1 in = (1/12) ft

Length of fin

= l = 0.667 ft

Wall temperature

= T

w

 = 100

° F

Ambient temperature

= T

a

 = 0

° F

Film coefficient

= h = 1 BTU/hr-ft

2

 

°F

Thermal conductivity

= k = 25 BTU/hr-ft 

°F

Area of cross-section of the fin = 0.0069 ft

2

Figure  TL09-1

Y

X

Z

1

3

5

Y

h, T

b

T

b

l

w

a

Z

1

11

12

13

18

17

16

15

9

8

7

6

5

4

3

2

14

19

7

9

11

13

15

17

16

14

12

10

8

6

4

2

In

de

x

In

de

x

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Part 1   HSTAR Heat Transfer Analysis

CALCULATED INPUT:

The surface convection area per inch of fin length = 0.02778 ft

2

.

MODELING HINTS:

The end convection elements are given half the surface area of the interior 
convection elements. Nodes 11 through 19 are given arbitrary locations. 

COMPARISON OF RESULTS:

T at Node 9, 

°

F

q at Node 1, Btu/hr

Theory

68.594

17.504

COSMOSM

68.615

17.529

Difference

 0.03%

 0.13%

In

de

x

In

de

x

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Chapter 6   Verification Problems

6-24

COSMOSM Advanced Modules

TL10: Temperature Distribution Due 

to Electrical Heating in a Wire

TYPE: 

Steady state heat conduction with prescribed 
voltage and convection boundary conditions.

REFERENCE:

Rohsenow and Choi, “Heat, Mass and 
Momentum Transfer.”

PROBLEM:

Determine the temperature distribution in a 
current carrying wire. The voltage drop per 
foot of the wire is 0.1 volts.

GIVEN:

Voltage on edge AB

= 0 volts

Voltage on edge DC

= -0.1 volts

Ambient temperature

= 70

° F

Thermal conductivity

= 13 Btu/hr-ft 

°F

Electrical conductivity = 1.113117 E+7 mho/ft*
Heat transfer coefficient on edge BC = 5 Btu/hr-ft

2

 

°F

COMPARISON OF RESULTS:

Temperature at node 1 = 419.99

° F (COSMOSM)

= 420

° F (Theory)

The value of the electrical conductivity coefficient already contains the con-
version factor from watt to Btu/hr.

Figure  TL10-1

1.0 ft

0.03125 ft

y

x

Problem Sketch

A

B

C

D

In

de

x

In

de

x

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COSMOSM Advanced Modules

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Part 1   HSTAR Heat Transfer Analysis

TL11: Temperature Distribution of Air Flowing 

Through a Pipe With a Constant Wall Temperature

TYPE:

Steady state fluid flow through a pipe using FLUIDT elements. The pipe is modeled 
with various types of elements as follows:

         TL11A  32 SHELL4 Elements

         TL11B  64 SHELL3 Elements

         TL11C  32 Solid Elements

         TL11D 189 TETRA10 Elements

         TL11E 189 TETRA4 Elements

         TL11F 400 TETRA4 Elements (finer mesh)

REFERENCE:

Rhosenow and Choi, “Heat, Mass, and Momentum Transfer”.

PROBLEM:

Find the temperature distribution of air flowing through a pipe whose wall is 
maintained at a constant temperature (same as problem TN06).

Figure TL11-1  Mesh of a Quarter of a Pipe with  Constant Wall 

Temperature and Air Flow  (FLUIDT Elements)

Node at inlet is 

FLUIDT Elements

outside the pipe 
(prescribed
temperature)

In

de

x

In

de

x

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Chapter 6   Verification Problems

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COSMOSM Advanced Modules

MODELING HINTS:

Due to symmetry, only a quarter of the pipe circumference is modeled. 
Therefore, the pipe cross sectional area and the mass flow rate to be input for 
this analysis are 1/4 of the given values.

Air flow in the pipe is modeled by 8 FLUIDT elements. The 

FLINKDEF

 

command is used to associate the FLUIDT elements with the pipe wall for 
convection.

The FLUIDT elements are generated by meshing a curve along the axis of the 
pipe. The curve is created such that its starting point falls outside the pipe 
(below the pipe inlet). As a result, the node associated with the starting point 
will not be considered for convection, and thus it can be assigned the inlet 
temperature.

GIVEN:

Temperature of the pipe wall = 93.33

 

o

C

Temperature of air at Inlet

= 37.80 

o

C

Pipe diameter

= 0.0254 m

Pipe length

= 0.127 m

Mass flow rate

= 0.000594 Kg/s

Density of Air

= 0.9611 Kg/m

3

Specific heat of air

= 1005. J/ Kg

o

K

Thermal conductivity of air

= 0.0294 W/m

o

K

Dynamic viscosity of air

= 1.566E-5 Pa-s

Parameters for evaluating 
Nusselt’s number:  

C1 = 1.63 
C2 = 0.08
C3 = 0.7
C4 = 0.35

In

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x

In

de

x

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Part 1   HSTAR Heat Transfer Analysis

COMPARISON OF RESULTS:

Method/Element Type

Temperature of Air 

at Pipe Outlet

Error 

Percentage

Theory

50.5 

o

C

N/A

COSMOSM 

(2D HLINK Elements 

(problem TN06)

49.23 

o

C

- 2.51%

TL11A 

(3D FLUIDT Elements 

and 32 SHELL4 Elements)

51.145 

o

C

1.3%

TL11B 

(3D FLUIDT Elements 

and 64 SHELL3 Elements)

51.145

o

C

1.3%

TL11C 

(3D FLUIDT Elements 

and 32 Solid Elements)

51.143

o

C

1.3%

TL11D 

(3D FLUIDT Elements and 

189 TETRA10 Elements)

51.243 

o

C

1.5%

 TL11E 

(3D FLUIDT Elements and 

189 TETRA4 Elements)

50.938

o

C

0.9%

 TL11F 

(3D FLUIDT Elements and 

400 TETRA4 Elements)

51.084 

o

C

1.1%

In

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x

In

de

x

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6-28

COSMOSM Advanced Modules

 

TL12: Temperature Distribution in a Linear 

Accelerator with 3 Coolant Passages

TYPE:

Steady state linear heat conduction, heat convection, and fluid flow (SOLID + 
FLUIDT elements)

REFERENCE:

Los Alamos National Laboratory, LANSCE Division.

PROBLEM:

Find the temperature distribution in a “Radio Frequency Quadrupole” (RFQ) with 
an octagonal cross section and 3 coolant passages, due to heat flux applied to the 
surfaces of the accelerator cavity. The total applied heat flux is 0.982 Btu per second 
for a length of 3 inches. Water, initially at room temperature, is used as the coolant 
flowing at a bulk velocity of 15 feet per second. The accelerator is made of copper.

MODELING HINTS:

The cross section of the model is shown in the figure. Due to symmetry, only 1/8 of 
the model is considered.

Figure  TL12-1.  Cross Section of the Model

Shaded area 
is 1/8 of the 
model

Cooling Pipes

Heat Flux

In

de

x

In

de

x

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Part 1   HSTAR Heat Transfer Analysis

To facilitate the application of the heat flux, a thin layer of SHELL4 elements was 
created (since some faces of the extruded solid elements may not be associated with 
the surfaces of the polyhedron). The 

FLINKDEF

 command is designed to ignore 

repeated areas for convection. Other data are taken from a recently completed 
accelerator and are therefore realistic.

Figure TL12-2. Finite Element Model of 1/8 of a Linear 

Accelerator with 3 Coolant Passages

Pipe A

Pipe B

Pipe C

Figure  TL12-3.

Coolants Passages 
and Corresponding 
Convection Surfaces

Figure  TL12-2.

Cross-section with 
Coolant Passages    
A, B, and C

Heat Flux applied
to surfaces 11-16

In

de

x

In

de

x

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GIVEN:

Applied Heat Flux

Surface

Heat Flux Density

Heat Flux on Surface

Surfaces 11 and 12

0.0734 Btu/s/in

2

0.50646 Btu/s

Surface 13

0.0612 Btu/s/in

2

 0.30924 

Btu/s

Surface 14

0.0367 Btu/s/in

0.14753 Btu/s

Surface 15

0.0183 Btu/s/in

2

0.01646 Btu/s

Surface 16

0.0061 Btu/s/in

2

0.00862 Btu/s

Total Flux 

0.9821 Btu/s

Properties of Solid (Copper)

Density

=  0.84E-3 lbf.s

2

/in

4

Thermal Conductivity

=  0.52E-2  Btu/in/s/

o

F

Specific Heat

=  36.0 Btu.in/lbf/s

2

/

o

F

Properties of Fluid (Water)

Density

=  0.93E-4 lbf.s

2

/in

4

 (or lb/in

3

)

Thermal Conductivity

=  0.82E-5 Btu/in/s/

o

F

Specific Heat

=  390.0 Btu.in/lbf/s

2

/F (or BTU/lb/

o

F)

Viscosity

=  0.13E-6 lbf.s/in

2

 (or lb/s/in)

Temperature at inlet

=  0.0

o

F (with respect to reference)

Section and Flow Properties for Passages A & B

Diameter

=  0.40 in

Flow Area

=  0.063 in

2

Bulk Velocity

=  180.0 in/s

Mass Flow rate

=  .0010546  lbf.s/in (or lb/s
=  (Velocity)(Density)(Area)

Film Coefficient 

=  .0056 Btu/in

2

/s/

o

F

Section and Flow Properties  for  Passage C

Diameter

=  0.50 in

Flow Area

=  0.196 in

2

Bulk Velocity

=  180.0 in/s

Mass Flow rate

=  .003281 lbf.s/in (or lb/s)

In

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x

In

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x

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Part 1   HSTAR Heat Transfer Analysis

Film Coefficient

=  .0056 Btu/in

2

/s/

o

COMPARISON OF RESULTS:

An energy balance between the applied energy (0.982 Btu/s) and the total energy 
gained by the coolant (water) gives a check on results:

Where:
T

is the temperature at the outlet of pipe A, T

is the temperature at the outlet of 

pipe B, and T

is the temperature at the outlet of pipe C. M

, M

b

, and M

c

 are the 

mass flow rates for pipes A, B, and C. 

Theory

dE = (M

. dT

a

 + M

b

 . dT

b

 + M

c

 . dT

c

) (g)

= 0.982  Btu/s

COSMOSM

T

a

= 0.51323 

o

F

T

b

= 0.57880 

o

F

T

c

= 0.41628 

o

F

dE = [(.51323) (.0010564) + (.57880) (.0010546) 

+ (.41628) (.003281)] (386.) = 0.973  Btu/s

Error

= 0.916%

Figure  TL12-4.

Temperature Plot

Pipe B

Pipe C

Pipe A

In

de

x

In

de

x

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6-32

COSMOSM Advanced Modules

In

de

x

In

de

x

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6-33

Part 1   HSTAR Heat Transfer Analysis

Nonlinear Heat 
Transfer Analysis

In

de

x

In

de

x

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Chapter 6   Verification Problems

6-34

COSMOSM Advanced Modules

TN01: Heat Conduction with Temperature

Dependent Conductivity

TYPE:

Nonlinear heat conduction, TRUSS2D elements are used.

REFERENCE: 

Ozisik, M., “Heat Conduction,” John Wiley & Sons Inc., 1980, pp. 440-443.

PROBLEM: 

Determine the temperature distribution in a slab which is insulated on one face, and 
subjected to a constant temperature on the other face. Assume constant internal heat 
generation in the slab and a linear variation of thermal conductivity.

GIVEN: 

Thickness of the slab

= L = 2 m

Internal heat generation = Q = 100,000 W/m

3

Thermal conductivity

= K = 50 (1 + 2T) W/m 

°C

Boundary conditions:

At x = 0, Insulated boundary 
At x = L, Prescribed temperature of 100

° C

Twenty TRUSS2D elements have been used to model this problem as shown in the 
figure.

ANALYTICAL SOLUTION:

Steady state heat conduction equation is given by:

Where:

K = 

K

0

 (1+ 

β T), K

0

 and 

β are constants.

Q  = Rate of internal heat generation.

In

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x

In

de

x

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COSMOSM Advanced Modules

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Part 1   HSTAR Heat Transfer Analysis

Associated boundary conditions are:

At   x = 0, 

At   x = L,    T = T

L

 (Prescribed temperature)

Solution of this problem can be obtained by Kirchoff transformation as:

Where: 

COMPARISON OF RESULTS:

Figure TN01-1

Theory

COSMOSM

At X = 0 (Node 1) 

°

C

118.24

118.25

At X = 1 (Node 11) 

°

C

113.96

113.97

Finite Element Model

Q = 100000.0 W/m

K = 50.0(1+2T) W/m  C

T   = 100.0  C

o

Insulated

20

L

Problem Sketch

1 2 3 4

20

1 2 3

21

Y

X

o

3

In

de

x

In

de

x

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Chapter 6   Verification Problems

6-36

COSMOSM Advanced Modules

TN02: Transient Heat Conduction 

(Nonlinear Analysis)

TYPE:

Nonlinear analysis, PLANE2D elements.

REFERENCES:

Aguirre-Ramirez, G., and Oden, J. T., “Finite Element Technique Applied to Heat 
Conduction in Solids with Temperature Dependent Thermal Conductivity,” ASME 
No. 69-WA/HT-34, November, 1969.

“Report on Finite Element Analysis of Nonlinear Heat Transfer Problems,” U. C. 
Berkeley.

PROBLEM:

Determine the temperature response of an infinitely large slab of finite thickness. 
The thermal conductivity assumed to vary linearly with temperature. The specific 
heat is constant. Initial temperature is 100

° F and the temperature of left side 

suddenly raised to 200

° F and returns to 100° F after 10 seconds.

GIVEN:

Thickness of slab

= h = 20 in

Specific heat

= c = 8 Btu-in/lb-s

2

 

°F

Thermal conductivity

= K(T) = 2 + 0.01 x T Btu/in-s 

°F

Density of the material = 

ρ = 0.25 lb-s

2

/in

4

Assumed strip length

= L = 1 in

COMPARISON OF RESULTS:

Temperature Values (F):

x

y

Node No.

3 (sec)

11 (sec)

Reference

7

0

15

103.74

125.41

COSMOSM

7

0

15

103.75

125.41

In

de

x

In

de

x

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COSMOSM Advanced Modules

6-37

Part 1   HSTAR Heat Transfer Analysis

Figure TN02-1

Figure TN02-2

2

6

4

40

42

41

39

1

5

3

Finite Element Model

1

2

h

x

y

Problem Sketch

Slab

h

T

R

T     = 100   F

L

0

Temp. - Time Curve

Temperature

(  F)

0

100

200

0

10

20

10.000001

0

Therm. Conductivity - Temp. Curve

K

6

400

0

0

Temp.
(  F)

4

2

0

In

de

x

In

de

x

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Chapter 6   Verification Problems

6-38

COSMOSM Advanced Modules

TN03: Radiation from a Rod

TYPE:

Nonlinear steady state analysis, TRUSS 2D elements and radiation link elements.

BOUNDARY CONDITIONS:

Prescribed temperatures at x = 0.

Radiation at x = 10 m.

PROBLEM:

Determine the 
temperature distribution 
in a rod in which the left 
end has a prescribed 
temperature and the right 
end is radiating heat into 
the ambient atmosphere.

GIVEN: 

Figure  TN03-2

Length of the rod

= 10 m

Area of cross section = 1 m

2

Thermal conductivity = K = 45 W/m

°C

Ambient temperature = T

 = 10

°C

Prescribed temp. at 
left end

= T

0

 = 1000

°C

Radiation Data
Area of radiating surface = 1 m

2

View factor

= 1

Emissivity

= 1

Stefan-Boltzmann 
constant

= 5.67E-8 
   W/m

2

 

°K

4

Figure  TN03-1

T=1000   C

T   =10.0   C

Radiation

8

x

TRUSS 2D

RLINK

10

11

12

9

1

2

3

1

2

9

10

11

x=0

x=10

x

In

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x

In

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x

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COSMOSM Advanced Modules

6-39

Part 1   HSTAR Heat Transfer Analysis

ANALYTICAL SOLUTION:

Temperature distribution 
in a rod:

Boundary Conditions:
Temperature at
x = 0    T = T

0

Radiation at
x = l

Governing differential equation is:

d

2

T/dx

2

= 0

dT/dx

= C

1

T

=  C

1

x + C

2

Boundary Conditions at x = 0, T = T

0

⇒ C

2

 

= T

0

at x = l

But we have

Figure  TN03-3

x

T

T

l

8

0

In

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Chapter 6   Verification Problems

6-40

COSMOSM Advanced Modules

Substitute:

σ = 5.67E-8 W/m

°K

4

ε

= 1

f

=  1

A =  1  m

2

K =  45  W/m 

°K

T

0

= 1000

° C = 1273.15 °K

T

= 10

° C = 283.15 °K

Solution of the nonlinear algebraic equation, using the Newton-
Raphson method:

Let the internal heat generation Q = 0

Gradients:

In

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x

In

de

x

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COSMOSM Advanced Modules

6-41

Part 1   HSTAR Heat Transfer Analysis

Heat flow:

This should also be equal to: 

COMPARISON OF RESULTS:

Var.

x

y

z

Node

Analytical

COSMOSM

Temp

10

--

--

11

235.770

 235.77

Gx

10

--

--

11

- 76.423

- 76.423

Flow

  0

--

--

  1

3439.030

3439.10

Flow

11

--

--

12

- 3439.020

- 3439.10

In

de

x

In

de

x

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Chapter 6   Verification Problems

6-42

COSMOSM Advanced Modules

TN04: Temperature Analysis 

with Phase Change

TYPE:

Thermal analysis, TRUSS 2D.

REFERENCE:

K. Morgan, R. W. Lewis, and 
O. C. Zienkiewicz, “An Improved 
Algorithm for Heat Conduction 
Problems with Phase Change,” 
International Journal of 
Numerical Methods In 
Engineering, Volume 12., pp. 
1191 - 1195, 1978.

PROBLEM:

A uniform infinite slab of liquid 
is considered to be initially at zero 
degree temperature. Suddenly, the 
temperature of the surface x = 0 is 
reduced to -455

° F and maintained 

constant. The temperature distribution in slab is calculated. The lumped heat 
capacity matrix is employed and the optimal step is used in calculation.

GIVEN: 

KX = 

1.08 

Btu/in-s 

°F

DENS 

= 1 lb-s

2

/in

4

= 1 Btu-in/lb-s

2

 

°F

Latent heat= 70.26 Btu/lb

MODELING HINTS:

Figure  TN04-1. Finite Element Model

Temp

C

1

-1.1

-.15

70.26

1

41

2

3

4 inches

Time

-5

-10

-15

1

2

Analytical 
Solution

COSMOS/M 

T

e

m

per

at

ur

e

Figure TN04-2.Temperature Variation at Node 11

In

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x

In

de

x

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COSMOSM Advanced Modules

6-43

Part 1   HSTAR Heat Transfer Analysis

TN05: Temperature Distribution in a Slab 

Exchanging Radiation with Ambient Atmosphere

TYPE:

Steady state nonlinear heat conduction problem.

REFERENCE:

R. Siegel and J. R. 
Howell, “Thermal 
Radiation Heat 
Transfer.”

PROBLEM:

Using the radiation 
enclosure theory, find 
the temperature 
distribution in a slab 
which has a 
prescribed radiation 
boundary condition.

GIVEN:

COMPARISON OF RESULTS:

Temperature at node 122

= 101.7

° C (Enclosure theory)

= 101.69

° C (Radiation boundary condition)

Length of the slab

= 2.0 m

Width of the slab

= 1.0 m

Heat flux on face AD

= 10.4 w/m

2

Thermal conductivity

= 1.0 w/m-

°K

Emissivity of face BC = 0.5
Ambient temperature

= 100

° C 

Stefan-Boltzmann constant 
  = 5.67E-8 w/m

2

-

°K

4

Convection coefficient on face AB
  = 1.2 w/m

2

-

°K

T

2 m

= 0.5

D

C

Heat 
Flux = 
10.4 
w/m

= 100

°

C

2

A

B

ε

8

1 m

T

2

h     = 1.2 w/m    - 

°

K

= 100

°

 C

8

Figure  TN05-1

In

de

x

In

de

x

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6-44

COSMOSM Advanced Modules

TN06: Temperature Distribution of Air Flowing 

Through a Pipe with a Constant Wall Temperature

TYPE:

Steady state fluid flow 
through a pipe.

REFERENCE:

Rhosenow and Choi, 
“Heat, Mass and 
Momentum Transfer.”

PROBLEM:

Find the temperature 
distribution for flow of air 
through a pipe whose 
wall is maintained at 
constant temperature.

GIVEN:

Diameter of the pipe

= 0.0254 m

Length of the pipe

= 0.127 m 

Friction factor

= 0.001

Mass flow rate

= 0.000594 Kg/s

Density of air

= 0.9611Kg/m

3

Specific heat of air

= 1005 J / Kg-

°K

Thermal conductivity of air = 0.0294 w/m-

°K

Dynamic viscosity of fluid = 15.66 E-6 Pa-s
Temperature of the pipe wall = 93.33

° C

Temperature of fluid at inlet = 37.8

° C 

COMPARISON OF RESULTS:

Temperature of air at pipe outlet (node 9)

= 49.23

° C (COSMOSM)

= 50.5

° C (Reference)

10

11

12

17

18

1

2

3

8

9

Pipe Wall

Pipe Axis

Figure  TN06-1

In

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x

In

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x

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6-45

Part 1   HSTAR Heat Transfer Analysis

TN07: Open-System Steady State Radiation

TYPE:

Nonlinear steady state analysis, radiation in an open system.

REFERENCE:

J. P. Holman, “Heat Trans-
fer,” McGraw-Hill Book 
Company, 1963, p. 193.

PROBLEM:

A 0.5-ft-diameter black disk 
is placed halfway between 
two black 10-ft-diameter 
disks that are 20 ft apart as 
shown in the figure.  If the 
temperature of the 
surroundings is 0

o

 R, 

determine the steady-state 
temperature of the middle disk (T

m

) if the temperature of the two outer disks is 2180

R.

GIVEN:

a = radius of the middle disk =0.125 ft
b = radius of each outer disk = 5 ft
l = distance between the middle disk and the outer disks = 10 ft
Stefan-Boltzmann constant = 

σ = 1.714e-9 Btu/hr.ft

2

. R

4

T

env

(Temperature of the surroundings)=0

o

 R

T

o

(Temperature of the outer disks)= 2180

o

 R

ANALYTICAL SOLUTION:

The radiation view factor (RVF) between the outer and middle disks (F

o-m

) is 

calculated from the formula:

Thus,
F

m-o

radiation view factor from the middle disk to the outer disks = 0.19992

07

Figure  TN07 Radiation of a disk

Radius of small disk = a =0.25 ft

Radius of outer disks = b = 5 ft
Distance between the middle disk

and each outer disk = = 10 ft

l

l

Outer disk

Middle disk

b

a

F

m

o

l

2

a

2

b

2

l

2

a

2

b

2

+

+

(

)

2

4a

2

b

2

+

+

2a

2

(

)

=

In

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In

de

x

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Chapter 6   Verification Problems

6-46

COSMOSM Advanced Modules

F

env

= radiation view factor from the middle disk to the environement = 1.0 -     

0.19992 = 0.80008.

In steady state condition, the heat balance equation for the middle disk is given by:

Where:
σ  = Stefan-Boltzmann constant
A

= Area of the middle disk (

πa

2

)

MODELING HINTS

Shell3 elements are used in this problem.

COMPARISON OF RESULTS:

Theory

COSMOSM

Error

Steady state 

temperature of 

the middle disk 

(R)

1457.70

1455.68

-0.14 %

σA

m

F

env

T

m

4

T

env

4

(

) σ

– A

m

F

m

o

T

o

4

T

m

4

(

)

0

=

In

de

x

In

de

x

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COSMOSM Advanced Modules

6-47

Part 1   HSTAR Heat Transfer Analysis

TN08:  Closed-System Steady State Radiation

TYPE:

Nonlinear steady state analysis, axisymmetric radiation closed system.

REFERENCE:

J. P. Holman, “Heat Transfer,” 
McGraw-Hill Book Company, 1963, 
p. 191.

PROBLEM:

The temperatures of the inner and 
outer concentric long cylinders shown 
in the figure are maintained at 1460

o

 R 

and 560

o

 R, respectively. Calculate the 

heat transfer by radiation from inner to 
the outer cylinder.

GIVEN:

Radius of the inner cylinder (r

1

)=0.1 

ft
Radius of the outer cylinder (r

2

)=1.0 

ft
Common length of the cylinders (l)= 
100 ft
Temperature of the inner cylinder (T

1

)

=1460

o

 R

Temperature of the outer cylinder (T

2

)

=560

o

 R

Emissivity of the face of the inner cylinder (

ε

1

)=0.2

Emissivity of the face of the outer cylinder (

ε

2

)=0.7

Stefan-Boltzmann constant (

σ)=1.714e-9 Btu/hr.ft

2

.R

4

Figure  TN08-1Two Concentric Cylinders

 

T

1

T

2

 

solid cylinder of
radius 0.1 ft

Hollow cylinder of
radii 1.0 and 1.1 ft 
    

1.1 ft

1.0 ft

l=100 ft

Finite Element Model

0.1 ft

X

Y

1.0 ft

0.1 ft

PLANE2D 
Axisymmetric 
Elements

In

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x

In

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x

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Chapter 6   Verification Problems

6-48

COSMOSM Advanced Modules

ANALYTIC SOLUTION:

The rate of heat transfer by radiation between the two cylinders is given by:

The radiation view factor between the two cylinders is F

1-2

=1.0

MODELING HINTS:

Axisymmetric PLANE2D elements are used to model this problem.

COMPARISON OF RESULTS:

Theory

COSMOSM

Error

Rate of heat 

transfer 

between the two 

cylinders (Btu/

hr-rad)

15073.97

15076.35

0.015 %

q

1

2

lr

1

σ T

1

4

T

2

4

(

)

1

ε

1

----

1

ε

2


ε

2

-------------

r

1

r

2

----

 

 

+

-----------------------------------------

=

In

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x

In

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COSMOSM Advanced Modules

6-49

Part 1   HSTAR Heat Transfer Analysis

TN09A-D:  Thermal Contact Through A Gap

TYPE:

Nonlinear transient analysis, SHELL4 elements.

REFERENCE:

J. P. Holman, “Heat Transfer,” McGraw-Hill Book Company, 1963, p. 191.

PROBLEM:

Block-1 and Block-2 are bonded together by a thin layer of epoxy as shown in the 
figure. Both blocks are initially at 100

0

C. A temperature of 500

0

C is applied to edge 

EF. Edge GH is heated to 850

0

C and then cooled back to 100

0

C. It is desired to 

compute the temperature of edge AB and and the amount of heat flow between the 
two blocks when edge GH is at 850

0

C, 600

0

C, and 100

0

C.

The thin layer between the two blocks is modeled using GAP elements and the 
conductivity of its material. This functionality avoids difficulties that otherwise 
will be encountered in building the geometry and meshing complex models.

GIVEN:

Width of block-1

=0.4 m

Width of block-2

=0.5 m

Height of the block

=0.1 m

Depth of the blocks

=0.1 m

Problem Name

TN09A.GEO

TN09B.GEO

TN09C.GEO

TN09D.GEO

Element Type

SHELL4

TETRA4

SOLID

TETRA10

0.5m

0.4m

0.0035m

0.01m

A

B

C

D

E

F

G

H

Block-1

Block-2

In

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x

In

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Chapter 6   Verification Problems

6-50

COSMOSM Advanced Modules

Conductivity of the blocks  = KX = 250 W/m

0

Conductivity of the thin layer = KC= 1000 W/m

0

C

MODELING HINTS:

2D and 3D models using various types of elements are used. Automatic generation 
of GAP elements is used (line-to-line for 2D models and face-to-face for 3D 
models).

COMPARISON OF RESULTS:

Theory

(Temperature/

Heat Flow)

COSMOSM

(Temperature/

Heat Flow)

Edge GH at 850

0

C

636.6

0

C

8536.6 W

636.6

0

C

8536.6 W

Edge GH at 600

0

C

539.0

0

C

2439.0W

636.6

0

C

8536.6 W

Edge GH at 100

0

C

????

???

In

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x

In

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x

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COSMOSM Advanced Modules

6-51

Part 1   HSTAR Heat Transfer Analysis

In

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x

In

de

x

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Chapter 6   Verification Problems

6-52

COSMOSM Advanced Modules

In

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x

In

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x

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COSMOSM Advanced Modules

I-1

Index

A

ambient atmosphere

2-3, 4-2

ambient temperature

1-2, 2-3, 

4-1

axisymmetric

2-2, 6-9

B

bond sets

2-5

bonding

2-4, 2-8, 4-3, 4-6, 5-5

boundary conditions

2-3, 4-5

C

coefficient of permeability

   6-14

conduction

1-1, 2-2, 6-20

constant heat generation

5-2

convection

1-1, 4-1, 5-1, 5-4, 

   6-5, 6-7, 6-24

convection coefficient

2-1, 6-22

convection link

6-22

convective heat transfer

5-2

D

density

4-1

E

electric current flow

2-2

electrical conductivity

2-2, 4-1

electromagnetic waves

1-1

element heat generation

4-2, 

   4-5

elements for HSTAR

3-1

equation

6-17, 6-39

F

film coefficients

4-1

fluid flow

6-44

G

governing equation

1-1, 1-3, 

   6-14, 6-18

H

heat capacity matrix

6-42

heat conduction

6-18

heat flux

1-2, 1-3, 2-3, 4-5

heat generation

2-3, 4-2, 6-11, 

   6-34

heat generation rate

2-2, 4-2

heat transfer analysis

5-1

heat transfer coefficient

1-2, 

   2-3, 4-2

I

initial temperature

4-6, 6-36

J

Joule heating

2-2, 2-3

L

latent heat

2-10

M

material properties

4-1, 4-5, 4-6

N

nodal heat generation

4-2, 4-5

nodal temperature

4-5

nonlinear analysis

6-36

nonlinear heat conduction

   6-34, 6-43

nonlinear steady state 

analysis

6-38

P

phase change

2-10

In

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x

In

de

x

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Index   

I-2

COSMOSM Advanced Modules

piezometric head

6-14

potential flow

6-16, 6-18

primary bond entity

2-5

R

radiation

1-1, 2-3, 4-5

radiation exchange

2-3

radiation link

6-38

radiation view factor

2-2

real constants

4-5

recharge

6-14

S

seepage flow problem

6-13

specific heat

2-1, 4-1, 6-36

static analysis

4-3

steady state

2-1, 4-4, 4-6, 5-4

steady state analysis

2-1, 4-1

steady state heat conduction

   6-3, 6-5, 6-11, 6-24

Stefan-Boltzmann constant

1-2

stream function

6-16, 6-17, 6-18

stream function formulation

6-

18

streamlines

6-17

surface emissivity

2-3

T

target entities

2-2, 2-5

temperature curve

4-2, 4-3, 4-6

temperature dependent

2-1

temperature gradient

1-3, 2-3

thermal analysis

4-4, 5-9

thermal bonding

2-4

thermal conductivity

1-3, 2-1, 

   4-1, 5-2, 5-3, 5-5, 6-5, 6-18, 6-34, 

6-36

thermal stress analysis

6-9

thermal stresses

2-4, 4-3

thermo-electric coupling

2-2, 

  4-1, 4-4

thermostat

2-10

THSTAT

2-10

time curve

4-2, 4-3, 4-6

time curves

2-3

transfer coefficient

2-3

transient

2-1, 4-4

transient analysis

2-1, 4-1

transient heat conduction

6-7, 

6-19

transient problem

4-6

V

velocity potential 

formulations

6-16

view factors

2-2, 4-2

voltage

6-24

voltage drop

6-24

In

de

x

In

de

x


Document Outline