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How To Tackle Non-Linear Finite Element Analysis


There has been a proliferation in accessible finite element codes in recent years. This has led to the situation where most engineering undergraduates have had exposure to this important subset of engineering software. This exposure may have taken the form of hands on experience as part of design or project modules, or even as a more fundamental module in finite element principles. There is a lot of truth behind many old sayings and certainly two spring to mind in this context: A little knowledge is a dangerous thing and Rubbish in equals rubbish out

To counter this, it is important:

a) to impart both the limitations as well as the benefits of FEA and 
b) to encourage a thorough review of results before presenting them to others.

Nowhere is this more true than in the field of non-linear analysis. This area, which not so long ago was considered a domain for experts, now has a rapidly expanding user base of engineers and designers who have a commendable, yet sometimes misplaced, desire to model reality more closely. With modern analysis software, it is often possible to obtain solutions to non-linear problems. However these can easily be inappropriate and skill is required to determine their validity. Care should be taken to specify appropriate model and solution parameters. Understanding the problem, the role played by these parameters and a planned and logical approach will do much to ensure a successful solution is obtained where one exists.

As the title (and size) suggests, this “How-To” book is a practical guide, which is seen as the starting point for undertaking non-linear analyses. It is not a reference book, and is primarily targeted at a person who has experience with linear finite element analyses (FEA) and now wants to undertake non-linear analyses. A typical reader could be a recent engineering undergraduate whose degree is likely to include linear finite element analysis, or a more experienced stress analyst who has currently only undertaken linear analyses. Such people will be familiar with the concepts of finite element analyses and need to be made aware of how this can be extended to include non-linearity.

Many texts have been written on non-linear FEA. In the main these provide a detailed treatise of non-linear FEA, giving extensive mathematical derivations. The other commonly available sources of information about non-linear FEA are the user manuals of various FE codes. These generally tell you how to undertake a specific non-linear solution, but generally assume a working knowledge of non-linear FEA. What is missing is a practical guide to non-linear FEA that would enable a user to become familiar enough with the concepts to enable them to carry out meaningful analyses. That defines the role of this booklet, which seeks to present most of the salient aspects of non-linear FEA whilst minimising the mathematical derivations.

Contents

Prefaceiii
Contentsv
1. Introduction1
1.1 Purpose of this booklet1
1.2 Other sources of information2
1.3 Structure of the booklet3
1.4 What is non-linearity?4
1.4.1 Some sources of non-linearity4
1.4.2 Outline of a non-linear solution5
2. Common Causes of Non-Linearity9
2.1 Measures of stress and strain9
2.1.1 Stress measures9
2.1.2 Strain measures10
2.2 Material non-linearity10
2.2.1 Time independent elasto-plasticity models11
2.2.2 Time dependent non-linear material models16
2.2.3 Non-linear elastic behaviour18
2.3 Geometric non-linearity19
2.4 Boundary condition non-linearity21
2.5 Explicit dynamics23
3. Flowcharts for Planning Non-Linear Analyses25
3.1 Geometric non-linearity25
3.1.1 Compression of a car door seal27
3.1.2 Thin elastic cantilever beam27
3.1.3 Clamped square plate under uniform pressure29
3.1.4 Thin cylinder with axial compressive loading30
3.2 Material non-linearity32
3.2.1 Compression of a car door seal32
3.2.2 Thick walled steel cylinder with internal pressure.34
3.2.3 Beam bending at high temperature35
3.2.4 Pressing of sheet metal parts37
3.3 Boundary non-linearity38
3.3.1 Compression of a car door seal38
3.3.2 Two contacting cylinders40
3.3.3 Crushing of a box section column41
4. A Checklist for Achieving and Validating Non-Linear Results43
4.1 Benchmarking simple models43
4.2 The use of solution tools44
4.2.1 Evaluating the stiffness matrix45
4.2.2 Updating the nodal unknowns46
4.2.3 Assessing convergence46
4.2.4 The size of the load incremention48
4.2.5 Softening behaviour49
4.3 Observation of deformation and stress fields50
4.4 Assessment of element size for the non-linear zone52
4.5 Observation of constitutive data at a sampling point throughout loading52
4.6 Use of load displacement plots to assess global non-linearity53
4.7 Output54
4.8 Some differences between linear and non-linear finite element analyses54
5. Glossary56
Arc-length method56
Buckling analysis56
Consistent tangent modulus matrix57
Continuum tangent modulus matrix57
Creep strain tolerance59
Deformation gradient [F]59
Deviatoric stress59
Drucker-Prager60
Engineering (or nominal) strain61
Explicit creep integration61
Explicit dynamics62
Flow rule63
Gauss points63
Green's strain64
Hardening curve64
Hydrostatic stress65
Hyperbolic-sine law creep66
Implicit creep integration66
Isotropic hardening67
Kinematic hardening67
Large displacement small strain68
Large strain68
Line search technique69
Logarithmic strain69
Mooney-Rivlin69
NAFEMS benchmark tests70
Newton-Raphson71
ORNL creep model72
Plastic collapse73
Post buckling analysis73
Power law creep74
Predictor technique74
Principal stress space75
Proportional loading75
Secant modulus75
Secant stiffness76
Stability77
Strain energy function77
Stress stiffening77
Tangent stiffness matrix78
Tresca plasticity79
Visco-elasticity79
Visco-plasticity80
Von Mises equivalent stress80
Von Mises plasticity81
Yield stress82
Yield surface82
6. Conclusion84
7. References86
8. Index88

Document Details

ReferenceHT19
AuthorCrocombe. R
LanguageEnglish
AudienceAnalyst
TypePublication
Date 1st January 2001
RegionGlobal

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Member Price £20.00 | $25.29 | €24.17
Non-member Price £90.00 | $113.81 | €108.75

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