1 THERMAL STRESSES Temperature change causes thermal strain Constraints cause thermal stresses Thermo-elastic stress-strain relationship (a) at T = T.

Slides:



Advertisements
Similar presentations
FEA Course Lecture III – Outline
Advertisements

Finite Elements Principles and Practices - Fall 03 FE Course Lecture II – Outline UCSD - 10/09/03 1.Review of Last Lecture (I) Formal Definition of FE:
Finite Element Method CHAPTER 4: FEM FOR TRUSSES
Redesign of Die Internal Structure Dr. Henry Tan School of Mechanical, Aerospace and Civil Engineering The University of Manchester.
Hygrothermal behavior of composite laminates
CIVL3310 STRUCTURAL ANALYSIS
Beams and Frames.
Finite Element Model Generation Model size Element class – Element type, Number of dimensions, Size – Plane stress & Plane strain – Higher order elements.
Read Chapter 1 Basic Elasticity - Equilibrium Equations
Solving Equations = 4x – 5(6x – 10) -132 = 4x – 30x = -26x = -26x 7 = x.
8-1 Interpretation of The stress-strain relationship at a point in an elastic material each stress component is related to each of the nine strain components.
Strength of Materials I EGCE201 กำลังวัสดุ 1
Answer to Student Resources Crane Strain: Math Focus
APPLIED MECHANICS Lecture 10 Slovak University of Technology
Finite Element Primer for Engineers: Part 2
Copyright 2001, J.E. Akin. All rights reserved. CAD and Finite Element Analysis Most ME CAD applications require a FEA in one or more areas: –Stress Analysis.
Experimental Considerations in the Measurement of Thermal Relaxation and Recovery of Strained Seals Kurt Miller Axel Products, Inc.
MECh300H Introduction to Finite Element Methods Finite Element Analysis (F.E.A.) of 1-D Problems – Applications.
Copyright © 2002J. E. Akin Rice University, MEMS Dept. CAD and Finite Element Analysis Most ME CAD applications require a FEA in one or more areas: –Stress.
Finite Element Method in Geotechnical Engineering
MCE 561 Computational Methods in Solid Mechanics
2005 February, 2 Page 1 Finite Element Analysis Basics – Part 2/2 Johannes Steinschaden.
MACROMECHANICS (Part 2)
Finite Element Analysis
MANE 4240 & CIVL 4240 Introduction to Finite Elements
Chapter 4 Macromechanical Analysis of a Laminate Objectives and Laminate Code Dr. Autar Kaw Department of Mechanical Engineering University of South Florida,
EMA 405 Introduction. Syllabus Textbook: none Prerequisites: EMA 214; 303, 304, or 306; EMA 202 or 221 Room: 2261 Engineering Hall Time: TR 11-12:15 Course.
ME 475 Computer Aided Design of Structures Finite Element Analysis of Trusses – Part 1 Ron Averill Michigan State University.
2004 March, 4 Page 1 Finite Element Analysis Basics – Part 2/2 Johannes Steinschaden.
Random Finite Element Modeling of thermomechanical behavior of AGR bricks Jose David Arregui Mena, Louise Lever, Graham Hall, Lee Margetts, Paul Mummery.
Mechanics of Materials(ME-294)
ME 520 Fundamentals of Finite Element Analysis
1 Convection Boundary Condition –Happens when a structure is surrounded by fluid –Does not exist in structural problems –BC includes unknown temperature.
Theories of Stress and Strain
The Finite Element Method
Stress and Strain  Tensile Stress- the ratio of the magnitude of the applied force F to the cross-sectional area A: Mathematically, Stress= Force/Area=F/A.
The Finite Element Method A Practical Course
Chapter 6. Plane Stress / Plane Strain Problems
CTC / MTC 322 Strength of Materials
Finite Element Method Brian Hammond Ivan Lopez Ingrid Sarvis.
Chapter 9-Statics, Dynamics and Mechanical Engineering Objectives and what should you Know: What are statics and Dynamics? What are the Newtons’s three.
Residual Stress in a Thin Film Resonator
HCMUT 2004 Faculty of Applied Sciences Hochiminh City University of Technology The Finite Element Method PhD. TRUONG Tich Thien Department of Engineering.
Principles of Computer-Aided Design and Manufacturing Second Edition 2004 ISBN Author: Prof. Farid. Amirouche University of Illinois-Chicago.
STRESS-STRAIN RELATIONSHIP
1 CHAP 5 FINITE ELEMENTS FOR HEAT TRANSFER PROBLEMS FINITE ELEMENT ANALYSIS AND DESIGN Nam-Ho Kim Audio by Raphael Haftka.
Deformation of Axially Loaded Members - Single Member
CAD and Finite Element Analysis Most ME CAD applications require a FEA in one or more areas: –Stress Analysis –Thermal Analysis –Structural Dynamics –Computational.
UNIT III FINITE ELEMENT METHOD. INTRODUCTION General Methods of the Finite Element Analysis 1. Force Method – Internal forces are considered as the unknowns.
Structural Drafting Shear stress in Bolts. Fastener Loads and Stresses Load:External force applied to a member. Stress: Internal force acting on a member.
AAE 3521 AAE 352 Lecture 08 Matrix methods - Part 1 Matrix methods for structural analysis Reading Chapter 4.1 through 4.5.
III. Engineering Plasticity and FEM
Strain Linear strain-displacement relationships What is the physical meaning of the strain components? What is the maximum normal and shear strains that.
Finite Element Method Weak form Monday, 11/4/2002.
Finite Element Method in Geotechnical Engineering
Chapter 4 Axial Load.
Temperature, Heat, and the First Law of Thermodynamics
CAD and Finite Element Analysis
Solving Equations: The Multiplication Principle
Basics of Bridges Basic bridge types Beam bridge Arch bridge
CTC / MTC 222 Strength of Materials
Finite Element Procedures
Introduction to Finite Element Analysis for Skeletal Structures
Kurt Miller Axel Products, Inc.
Technology I Bridge Building.
Advantages and Disadvantages of Statically Indeterminate Structures
Structural Analysis II
Thermodynamic Energy Balances in Solids
Plane Trusses (Initial notes are designed by Dr. Nazri Kamsah)
Temperature, Heat , and the First law of thermodynamics
Presentation transcript:

1 THERMAL STRESSES Temperature change causes thermal strain Constraints cause thermal stresses Thermo-elastic stress-strain relationship (a) at T = T ref (b) at T = T ref +  T No stress, no strain No stress, thermal strain Thermal stress, no strain L L LL Thermal expansion coefficient

2 THERMAL STRESSES in FE Force-displacement relation Finite element equation For plane truss, transform to the global coord. Thermal force vector

3 SUPERPOSITION APPROACH.

4 TWO-BAR TRUSS EXAMPLE Element 1 is heated Will it be in compression? Tension? No stress? What about Element 2? Thermal load Solve!