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Cellular and Porous Materials in Structures and Processes

Holm Altenbach, Andreas Öchsner

 

Verlag Springer-Verlag, 2011

ISBN 9783709102978 , 334 Seiten

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Title Page

3

Copyright Page

4

PREFACE

5

Table of Contents

7

Fracture Mechanics of Foams

13

1 Fundamentals of Fracture Mechanics

13

1.1 Introduction

13

1.2 Linear Elastic Fracture Mechanics

15

1.3 Crack tip stress and displacement fields in anisotropic materials

24

2 Experimental Determination of Fracture Toughness of Foam Materials

28

2.1 Tear Test for Flexible Cellular Materials

28

2.2 Standard Test Methods for Plane-Strain FractureToughness and Strain Energy Release Rate of Plastic Materials

30

2.3 Fracture Toughness Experimental Results

36

2.4 Impact Fracture Toughness

41

3 Micromechanical Models for Foams Fracture

45

4 Concluding Remarks

54

Bibliography

55

Finite Element Modeling of Foams

59

1 Introduction

59

2 Homogenization and the Unit Cell Method

61

3 Micro-Mechanical Finite Element Models of Cellular Materials

69

3.1 Introduction

69

3.2 Open-Cell Foams

75

3.3 Closed-Cell Foams

79

3.4 Open-Cell Foams with Hollow Struts

84

4 Micro-Mechanical Models - Methods and Results

85

4.1 Elastic Properties

86

4.2 Yielding

87

4.3 Buckling

92

4.4 Densification

103

4.5 Fracture

105

5 Optimization of Foam Density Distribution

108

6 Summary

110

Bibliography

110

Plasticity of Three-dimensional Foams

119

1 Fundamentals of Continuum Mechanics

119

1.1 Stress Tensor and Decomposition

119

1.2 Invariants

121

1.3 Constitutive Equations

124

1.4 Linear Elastic Behaviour: Generalised Hooke'sLaw for Isotropic Materials

125

2 Constitutive Relationships for Pressure Sensitive Materials: Systematic Overview

131

3 Simple Cubic Cell Models based on Beams and Shells for Open and Closed Cell Materials

141

3.1 Relative Density

145

3.2 Geometrical Moment of Inertia

147

3.3 Young's Modulus

147

3.4 Shear Modulus and Poisson's Ratio

148

3.5 Yield Stress

152

4 Procedures to Determine the Influence of the Hydrostatic Stress on the Yield Behaviour

153

5 Implementation of New Constitutive Equations into Commercial Finite Element Codes

158

5.1 One-Dimensional Drucker-Prager Yield Condition

158

5.2 Integration of the Constitutive Equations

160

5.3 Mathematical Derivation of the Fully Implicit Backward Euler Algorithm

164

5.4 Example Problem: Return Mapping for Ideal Plasticity and Linear Hardening

170

Bibliography

176

Thin-walled Structures Made of Foams

179

1 Introduction

180

1.1 Plates as Structural Elements

180

1.2 Foams as a Material for Structural Elements

181

2 Direct Two-dimensional Plate Theory

183

2.1 Classical Approaches in the Plate Theory

183

2.2 Governing Equations

185

2.3 Material-independent Equations

186

2.4 Two-dimensional Constitutive Equations

187

2.5 Basic Equations in Cartesian Coordinates

188

3 Stiffness Identification

191

3.1 Orthotropic Material Behavior

192

3.2 Classical Stiffness Values

193

3.3 Non-classical Stiffness Values

195

3.4 Special Case - Isotropic Behavior

197

4 Examples of Effective Stiffness Properties Estimates

198

4.1 Homogeneous Plate

198

4.2 Classical Sandwich Plate in Reissner's Sense

199

4.3 Functionally Graded Materials and Foams

200

4.4 On the Plates Made of Nanofoams

205

5 Symmetric Orthotropic Plate - Static Case

208

5.1 Bending Problem - One-dimensional Case

210

5.2 Bending Problem - Two-dimensional Case

210

5.3 Bending of an Isotropic Plate

211

5.4 Bending of an Elastic Plate Made of FGM (SymmetricCase)

212

6 Dynamics of Plates Made of an Elastic Foam

213

6.1 Equations of Motion for a Symmetric Isotropic Plate

213

6.2 Free Oscillations and Dispersion curves of a Rectangular Plate

215

7 Plate Made of a Linear Viscoelastic Material

221

7.1 Constitutive Equations

221

7.2 Effective Properties

222

7.3 Bounds for the Eigen-values

226

7.4 Quasi-static Behavior of a Symmetric Orthotropic Plate

227

7.5 Examples of Effective Stiffness Relaxation Functions

229

7.6 Bending of a Viscoelastic Plate

234

8 Plate Theory Deduced from the Cosserat Continuu

238

8.1 Two-dimensional Governing Equations

238

8.2 Reduction of theThree-dimensional Micropolar Equations

240

9 Summary

244

Bibliography

246

Plasticity Theory of Porous and Powder Metals

255

1 Introduction

255

2 Fundamentals of the Theory of Plasticity

257

2.1 Rigid Perfectly/Plastic Solids

257

2.2 Rigid Plastic Hardening Solids

264

2.3 Rigid Viscoplastic Solids

265

2.4 Maximum Friction Law and Singular VelocityFields (Rigid Perfectly/Plast ic Material)

266

2.5 Maximum Friction Law and Other Models of Pressure-independent Plasticity

273

3 Plasticity Theory for Porous and Powder Metals Based on the Associated Flow Rule

274

3.1 Preliminaries

274

3.2 Yield Criteria and the Associated Flow Rule for Porous and Powder Materials

277

3.3 Additional Remarks on the Yield Criteria

282

3.4 Simple Analytic Example

283

4 Plasticity Theory for Porous and Powder Metals Based on Non-associated Flow Rules

289

4.1 Stress Equations

289

4.2 Kinematic Theories

292

4.3 The Coaxial Model

293

4.4 The Double-shearing Model

294

4.5 The Double-slip and Rotation Model

296

5 Qualitative Behavior of Plastic Solutions for Porous and Powder Metals in the Vicinity of Frictional Interfaces

297

5.1 Preliminaries

297

5.2 Statement of the Problem

297

5.3 Solution for Stresses

301

5.4 Solutions for Velocities

302

5.5 Frictional Boundary Condition

304

5.6 Solution for Pressure-independent Plasticity

311

5.7 Singularity in Velocity Fields

312

6 Applications

314

Bibliography

317

Impact of Cellular Materials

321

1 Introduction

321

2 Wave Propagation in a Cellular Rod

323

3 Rigid Object Strikes on a Cellular Rod of Fixed End

328

3.1 Basic Assumptions

328

3.2 Shock Wave Analysis

329

4 Rigid Object Strikes on a Free Cellular Rod

337

5 Concluding Remarks

345

Bibliography

345