Thermal Stress Analysis of a Bi- Metallic Plate

Similar documents
Material Property Definition

Results Combination Using Restart

Geometric Nonlinear Analysis of a Cantilever Beam

Cable Tension APPENDIX D. Objectives: Demonstrate the use of elastic-plastic material properties. Create an enforced displacement on the model.

Linear Static Analysis of a Simply-Supported Truss (SI)

Linear Static Analysis of a Cantilever Beam (SI Units)

Workshop 8. Lateral Buckling

Leaf Spring (Material, Contact, geometric nonlinearity)

Linear Static Analysis of a Cantilever Beam (CBAR Problem)

3. Overview of MSC/NASTRAN

Modeling a Composite Slot Cross-Section for Torsional Analysis

An example of panel solution in the elastic-plastic regime

Scuba Tank: Axisymmetric

Module 2: Thermal Stresses in a 1D Beam Fixed at Both Ends

DISPENSA FEM in MSC. Nastran

An example solution of a panel in the elastic-plastic regime

EXPERIMENT 4: AN ELECTRICAL-THERMAL ACTUATOR

Module 10: Free Vibration of an Undampened 1D Cantilever Beam

FEM Validation. 12th January David Schmid Teamleader Structural Analysis

CAEFEM v9.5 Information

Non-linear and time-dependent material models in Mentat & MARC. Tutorial with Background and Exercises

Using MATLAB and. Abaqus. Finite Element Analysis. Introduction to. Amar Khennane. Taylor & Francis Croup. Taylor & Francis Croup,

Creating Axisymmetric Models in FEMAP

A two-dimensional FE truss program

Project. First Saved Monday, June 27, 2011 Last Saved Wednesday, June 29, 2011 Product Version 13.0 Release

Finite Element Method in Geotechnical Engineering

Workshop D Structural Analysis. Workbench - Mechanical Introduction 12.0 WS ANSYS, Inc. Proprietary 2009 ANSYS, Inc. All rights reserved.

Axisymmetric Modeling. This tutorial gives an overview of axisymmetric modeling. Learn how to:

Settlement and Bearing Capacity of a Strip Footing. Nonlinear Analyses

Stress Analysis Report

Chapter 5. Vibration Analysis. Workbench - Mechanical Introduction ANSYS, Inc. Proprietary 2009 ANSYS, Inc. All rights reserved.

OPTIMIZATION OF THE COMPOSITE MATERIALS OF TANKS USING FINITE ELEMENT METHOD AND STRAIN GAUGES

Plane and axisymmetric models in Mentat & MARC. Tutorial with some Background

ME 475 Modal Analysis of a Tapered Beam

Example 37 - Analytical Beam

NX Nastran 10. Rotor Dynamics User s Guide

Using Thermal Boundary Conditions in SOLIDWORKS Simulation to Simulate a Press Fit Connection

2D Liquefaction Analysis for Bridge Abutment

Module I: Two-dimensional linear elasticity. application notes and tutorial. Problems

MSC Nastran N is for NonLinear as in SOL400. Shekhar Kanetkar, PhD

Lecture 9 Thermal Analysis

Response Spectrum Analysis Shock and Seismic. FEMAP & NX Nastran

SECTION 1. Introduction to MD NASTRAN SOL 400

CityGML XFM Application Template Documentation. Bentley Map V8i (SELECTseries 2)

Software Verification

Analysis of Planar Truss

Mechanics of Composite Materials, Second Edition Autar K Kaw University of South Florida, Tampa, USA

#SEU16. FEA in Solid Edge and FEMAP Mark Sherman

Measurement of deformation. Measurement of elastic force. Constitutive law. Finite element method

Roark s Formulas for Excel Superposition Wizard

Stress analysis of deflection analysis flexure and obif Vertical Load orientation

Depletion Analysis of an Oilfield

CRITERIA FOR SELECTION OF FEM MODELS.

SuperCELL Data Programmer and ACTiSys IR Programmer User s Guide

PROMAL2012 SOFTWARE PACKAGE A USER GUIDE

ENGN 2290: Plasticity Computational plasticity in Abaqus

D && 9.0 DYNAMIC ANALYSIS

Computational Materials Modeling FHLN05 Computer lab

Procedure for Performing Stress Analysis by Means of Finite Element Method (FEM)

Tutorial Number 18: Heat transfer analysis of a teapot

Two-Dimensional Steady State Heat Conduction

MATERIAL MECHANICS, SE2126 COMPUTER LAB 2 PLASTICITY

ON SITE SYSTEMS Chemical Safety Assistant

FASTENER SPACING STUDY OF COLD-FORMED STEEL WALL STUDS USING FINITE STRIP AND FINITE ELEMENT METHODS

AERSYS KNOWLEDGE UNIT

Tutorial 11. Use of User-Defined Scalars and User-Defined Memories for Modeling Ohmic Heating

MATERIAL MECHANICS, SE2126 COMPUTER LAB 3 VISCOELASTICITY. k a. N t

Technical Specifications

Thermal Analysis. with SolidWorks Simulation 2013 SDC. Paul M. Kurowski. Better Textbooks. Lower Prices.

Constitutive models: Incremental plasticity Drücker s postulate

Spread footing settlement and rotation analysis

Lecture 4 Implementing material models: using usermat.f. Implementing User-Programmable Features (UPFs) in ANSYS ANSYS, Inc.

Introduction to Finite Element Analysis Using Pro/MECHANICA Wildfire 5.0

Nonlinear analysis in ADINA Structures

Software BioScout-Calibrator June 2013

Stress and Displacement Analysis of a Rectangular Plate with Central Elliptical Hole

Space Objects. Section. When you finish this section, you should understand the following:

Non-Linear Finite Element Modeling of THUNDER Piezoelectric Actuators

3-D Finite Element Analysis of Instrumented Indentation of Transversely Isotropic Materials

Optical Interface for MSC.Nastran

LTM - LandScape Terrain Modeller

Static and Modal Analysis of Telescope Frame in Satellite

Stresses Analysis of Petroleum Pipe Finite Element under Internal Pressure

Theoretical Manual Theoretical background to the Strand7 finite element analysis system

Peristaltic Pump. Introduction. Model Definition

Plate Forces and Moments Blog Post pdf

Finite Element Analysis of Compression of Thin, High Modulus, Cylindrical Shells with Low-Modulus Core

Tutorial 12 Excess Pore Pressure (B-bar method) Undrained loading (B-bar method) Initial pore pressure Excess pore pressure

Building Inflation Tables and CER Libraries

Revision of the thermal chip simulation, J.E. Akin, Rice University

University of Sheffield The development of finite elements for 3D structural analysis in fire

Composite FEM Lab-work

1 332 Laboratories 1. 2 Computational Exercises 1 FEA of a Cantilever Beam... 1 Experimental Laboratory: Tensile Testing of Materials...

Simulation of FEA_ES00187

Lab 1: Numerical Solution of Laplace s Equation

Obtaining the Center of Gravity, Volume, Weight and More

σ = F/A ε = L/L σ ε a σ = Eε

Random Vibration Analysis in FEMAP An Introduction to the Hows and Whys

Multiphysics Modeling

Technical Specifications

Transcription:

WORKSHOP 10 Thermal Stress Analysis of a Bi- Metallic Plate MSC.Nastran 104 Exercise Workbook 10-1

10-2 MSC.Nastran 104 Exercise Workbook

WORKSHOP 10 Thermal Stress Analysis of a Bi-Metallic Plate Model Description: Figure 10.1 In this example we will perform the thermal stress analysis of a bimetallic strip. We will build the entire model from geometric construction so that we can apply loads directly on the geometry. The dimension of the bi-metallic strip is one inch by one inch. The thickness for the solder type material is 0.05 inch, and the thickness of the Ge material is 0.025 inch. Thus the assembly thickness is 0.075 inch. The top surface temperature boundary condition is -30 o C, and the bottom surface temperature boundary condition is 70 o C. We will determine the temperature distribution by running a steady-state thermal analysis. Y 1.0 in K Ge = 1.524 W/in- o C K solder = 1.27 W/in- o C 1.0 in Z Ge: 0.025 in T = -30.0 o C X E Ge = 1.885E7 lb/in 2 G Ge = 0.933E7 lb/in 2 α Ge = 5.8E-6 in/in- o C E Solder = 1.3E7 lb/in 2 ν Solder = 0.4 α Solder = 2.47E-5 in/in- o C Solder: 0.05 in X T ref = -30 o C T = 70.0 o C Prior to the development of the MSC.Patran MSC.Nastran Heat Transfer interface, one would request: TEMP(PUNCH)=all in the MSC.Nastran Case Control section of the thermal run. The temperature load is then created and saved inside the punch file. In the subsequent thermal stress analysis one can access this file by defining TEMP(LOAD)=1 in the Case Control section of the ensuing stress analysis run. MSC.Nastran 104 Exercise Workbook 10-3

However, using MSC.Patran you can use the Create-Spatial-FEM command after you have postprocessed the thermal result in the viewport. We will use this technique to apply a thermal load for the stress analysis. Also, we will analyze the thermal stress analysis for the free-free expansion by enforcing a minimum number of constraints to fix-rigid body motion. 10-4 MSC.Nastran 104 Exercise Workbook

WORKSHOP 10 Thermal Stress Analysis of a Bi-Metallic Plate Suggested Exercise Steps: Create a new database called ex10.db Create a geometry representing a bi-metallic strip. Mesh the solid using Uniform Mesh Seed for solid 1 and Mesh using HEX8 for both solids. Merge all coincident nodes using Equivalence action in the Finite Elements menu Specify thermal material properties. Define properties using 3D solid for each individual parts. temperature boundary conditions to the solid. Analyze, perform, and read the results. Define a spatial FEM Field based on the temperature Profile. Define the new material properties using structural analysis. different loads and boundary conditions for the solid Perform the structural analysis and read the results. MSC.Nastran 104 Exercise Workbook 10-5

10-6 MSC.Nastran 104 Exercise Workbook

WORKSHOP 10 Thermal Stress Analysis of a Bi-Metallic Plate Exercise Procedure: 1. Open a new database. Name it ex10.db File/New... New Database Name: ex10 The viewport (PATRAN s graphics window) will appear along with a New Model Preference form. The New Model Preference sets all the code specific forms and options inside MSC.PATRAN. In the New Model Preference form set the Analysis Code to MSC.Nastran Tolerance: Analysis Code: Analysis Type: Based on Model MSC/NASTRAN Thermal 2. Create the Model. Geometry Action: Create Object: Surface Method: XYZ Vector Coordinates List: <1 1 0> Origin Coordinates List: [0 0 0] Geometry Action: Create Object: Solid Method: Extrude Translation Vector: <0 0 0.05> MSC.Nastran 104 Exercise Workbook 10-7

Auto Execute Surface List: Surface 1 Click on the Solid Face icon. Solid Face Translation Vector: <0 0 0.025> Surface List: Solid 1.6 Your model should look like the following figure. 3. Mesh the Solids. Finite Elements Action: Create Object: Mesh Seed Type: Uniform 10-8 MSC.Nastran 104 Exercise Workbook

WORKSHOP 10 Thermal Stress Analysis of a Bi-Metallic Plate Number: 4 Click on the four corners of Solid 1. Hold shift key down while you click. Curve List: Solid 1.1.1 1.2.1 1.2.3 1.1.3 Number: 2 Click on the four corners of Solid 2. Hold shift key down while you click. Curve List: Solid 2.1.1 2.2.1 2.2.3 2.1.3 Finite Elements Action: Create Object: Mesh Type: Solid Global Edge Length: 0.1 Element Topology: Hex8 Solid List: Solid 1 2 4. Remove Coincident Nodes. Finite Elements Action: Equivalence Object: All Type: Tolerance Cube Equivalencing Tolerance: 0.005 MSC.Nastran 104 Exercise Workbook 10-9

Your model should look like the following figure. 5. Specify Thermal Material Properties. Materials Action: Create Object: Isotropic Method: Manual Input Material Name: Ge Input Properties... Constitutive Model: Solid properties Thermal Conductivity: 1.524 Cancel Material Name: Solder Input Properties... Constitutive Model: Solid properties Thermal Conductivity: 1.27 10-10 MSC.Nastran 104 Exercise Workbook

WORKSHOP 10 Thermal Stress Analysis of a Bi-Metallic Plate Cancel 6. Define Element Properties. Properties Action: Create Object: 3D Type: Solid Property Set Name: Ge Input Properties... Material Name: m:ge Click on the Bottom View icon. Bottom View Select Members: Solid 2 Add Property Set Name: Solder Input Properties... Material Name: m:solder Select Members: Solid 1 Add 7. temperature boundary conditions. Load/BCs Action: Create MSC.Nastran 104 Exercise Workbook 10-11

Object: Temp(Thermal) Type: Nodal Analysis Type: Thermal New Set Name: temp_bottom Input Data... Boundary Temperature: 70 Select Application Region... Geometry Filter: Geometry Click on the Surface or Face icon. Surface or Face Select Geometry Entities: Surface 1 Add New Set Name: temp_top Input Data... Boundary Temperature: -30 Select Application Region... Geometry Filter: Geometry Select Geometry Entities: Solid 2.6 Add 10-12 MSC.Nastran 104 Exercise Workbook

WORKSHOP 10 Thermal Stress Analysis of a Bi-Metallic Plate Your model should look like the following figure. 8. Perform the Thermal Analysis. Analysis Action: Analyze Object: Entire Model Method: Analysis Deck Job Name: ex10 An MSC.Nastran input file called ex10.bdf will be generated. This process of translating your model into an input file is called the Forward Translation. The Forward Translation is complete when the Heartbeat turns green. MSC.Nastran 104 Exercise Workbook 10-13

Submitting the Input File for Analysis: 9. Submit the input file to MSC.Nastran for analysis. 9a. To submit the MSC.Patran.bdf file, find an available UNIX shell window. At the command prompt enter nastran ex10.bdf scr=yes. Monitor the run using the UNIX ps command. 9b. To submit the MSC.Nastran.dat file, find an available UNIX shell window and at the command prompt enter nastran ex10 scr=yes. Monitor the run using the UNIX ps command. 10. When the run is completed, edit the ex10.f06 file and search for the word FATAL. If no matches exist, search for the word WARNING. Determine whether existing WARNING messages indicate modeling errors. 10-14 MSC.Nastran 104 Exercise Workbook

WORKSHOP 10 Thermal Stress Analysis of a Bi-Metallic Plate 11. MSC.Nastran Users have finished this exercise. MSC.Patran Users should proceed to the next step. 12. Proceed with the Reverse Translation process, that is, attaching the ex10.xdb results file into MSC.Patran. To do this, return to the Analysis form and proceed as follows: Analysis Action: Object: Method: Select Results File Select Results File Attach XDB Result Entities Local ex10.xdb 13. Display the Results. Results Form Type: Select Results Cases: Default, PW Linear: 100. % of Load Temperatures Click on the Iso 1 View icon to change the view. Iso 1 View MSC.Nastran 104 Exercise Workbook 10-15

Your model should look like the following figure. 14. Define a Spatial FEM Field based on the Temperature Profile. Fields Action: Create Object: Spatial Method: FEM Field Name: t_load FEM Field Definition: Continuous Field Type: Scalar Mesh/Results Group Filter: Current Viewport Select Group: default_group 15. Change the Analysis type to Structural. Preferences/Analysis... Analysis Type: Structural 10-16 MSC.Nastran 104 Exercise Workbook

WORKSHOP 10 Thermal Stress Analysis of a Bi-Metallic Plate 16. Specify Structural Material Properties. Materials Action: Create Object: Isotropic Method: Manual Input Material Name: Solder_st Input Properties... Constitutive Model: Linear Elastic Elastic Modulus: 1.3e7 Poisson Ratio: 0.4 Thermal Expan. Coeff: 2.47e-5 Reference Temperature: -30.0 Cancel Material Name: Ge_st Input Properties... Constitutive Model: Linear Elastic Elastic Modulus: 1.885e7 Shear Modulus: 0.933e7 Thermal Expan. Coeff: 5.8e-6 Reference Temperature: -30.0 Cancel 17. Assign Element Properties. Properties Action: Create Object: 3D MSC.Nastran 104 Exercise Workbook 10-17

Type: Solid Property Set Name: Ge_st Options: Standard Formulation Input Properties... Material Name: m:ge_st Select Members: Solid 2 Add When asked, Solid 2 already has been associated to an element property region. Overwrite the association?, answer Yes. Yes Property Set Name: When asked, Solid 1 already has been associated to an element property region. Overwrite the association?, answer Yes. 18. Create a New Load Case. Solder_st Options: Standard Formulation Input Properties... Material Name: m:solder_st Select Members: Solid 1 Add Yes Load Cases Action: Create 10-18 MSC.Nastran 104 Exercise Workbook

WORKSHOP 10 Thermal Stress Analysis of a Bi-Metallic Plate Load Case Name: Load Case Type: struct_load Static 19. Define a Temperature Load. Load/BCs Action: Create Object: Temperature Type: Nodal Analysis Type: Structural Current Load Case: struct_load New Set Name: temp_load Input Data... Load/BC Set Scale Factor: 1.0 Temperature: f:t_load Select Application Region... Geometry Filter: Geometry Click on the Solid icon. Solid Select Geometry Entities: Solid 1 2 Add 20. constraints on the four corner points of the top surface. Load/BCs MSC.Nastran 104 Exercise Workbook 10-19

Action: Create Object: Displacement Type: Nodal Analysis Type: Structural New Set Name: fix_x Input Data... Load/BC Set Scale Factor: 1.0 Translations <T1 T2 T3> <0.,, > Select Application Region... Geometry Filter: Geometry Click on the Point icon. Point Select Geometry Entities: Point 9 10 Add New Set Name: fix_y Input Data... Load/BC Set Scale Factor: 1.0 Translations <T1 T2 T3> <, 0., > Select Application Region... Geometry Filter: Geometry Select Geometry Entities: Point 11 Add 10-20 MSC.Nastran 104 Exercise Workbook

WORKSHOP 10 Thermal Stress Analysis of a Bi-Metallic Plate New Set Name: fix_z Input Data... Load/BC Set Scale Factor: 1.0 Translations <T1 T2 T3> <,, 0.> Select Application Region... Geometry Filter: Geometry Select Geometry Entities: Point 9:12 Add Your model should look like the following figure. MSC.Nastran 104 Exercise Workbook 10-21

21. Perform the Structural Analysis. Analysis Action: Analyze Object: Entire Model Method: Analysis Deck Job Name: ex10_st Subcase Select... Subcases For Solution Sequence:101 Subcases Selected: struct_load default 10-22 MSC.Nastran 104 Exercise Workbook

WORKSHOP 10 Thermal Stress Analysis of a Bi-Metallic Plate Submitting the Input File for Analysis: 22. Submit the input file to MSC.NASTRAN for analysis. To submit the MSC.PATRAN.bdf file for analysis, find an available UNIX shell window. At the command prompt enter: nastran ex10_st.bdf scr=yes. Monitor the run using the UNIX ps command. 23. When the run is completed, edit the ex10_st.f06 file and search for the word FATAL. If no matches exist, search for the word WARNING. Determine whether existing WARNING messages indicate modeling errors. 24. Read in the Analysis Results. Analysis Action: Read Output2 Object: Result Entities Method: Translate Job Name: Select Results File... ex10_st.op2 25. Display the Results. Results Select Results Cases: Select Fringe Result: ex10_st Result Quantity: von Mises Select Deformation Displacements, Translational Result: struct_load, Static Subcase Stress Tensor MSC.Nastran 104 Exercise Workbook 10-23

Your model should look like the following figure. The reference or zero stress state for the assembly is initialized at - 30 o C. The thermal coefficient of expansion for the solder is approximately four times that of Ge. When the temperature gradient associated with the temperature boundary conditions is applied, the solder layer wants to grow significantly more than the Ge layer due not only to the higher coefficient of thermal expansion, but also because of the higher temperature relative to TREF. The Ge layer ends up with a more complex stress pattern due to its four corner points being constrained, the distribution of temperature through the layer, and the growth enforced by the solder layer. The free surface of the solder layer exhibits the low stress levels. Quit MSC.Patran when you have completed this exercise 10-24 MSC.Nastran 104 Exercise Workbook