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ix TABLE OF CONTENTS 1 ELASTIC MODULI OF LAMINATES 1 1.1 Stress and strain transformation 1 1.2 Transformation relations for stiffness components 4 1.3 Trace and other invariants 7 1.4 Transformed stiffness components 11 1.5 Transformation in 3D 14 1.6 2D and 3D traces 19 1.7 Laminated plates 24 1.8 Invariants of laminates 30 1.9 Quasi-Isotropic laminates 34 1.10 Flexural stiffness of symmetric laminates 37 1.11 General laminates 40 1.12 Homogenization 45 1.13 In-plane and flexural problems 48 1.14 Conclusions 51 1.15 Sample problems and tools 51 1.15.1 Stiffness of laminates 52 1.15.2 Accuracy of trace-based laminate stiffness 57 2 LAMINATE STRENGTH 59 2.1 Basic ply strength data 60 2.2 Quadratic criteria in stress space 62 2.3 Quadratic criteria in strain space 67

1 ELASTIC MODULI OF LAMINATES 1 - Stanford University · 3.3.4 Matching Tri-axial with Legacy Quad 133 3.4 Double-double helix sub-laminates 136 3.5 Double-double helix hybrids 145

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Page 1: 1 ELASTIC MODULI OF LAMINATES 1 - Stanford University · 3.3.4 Matching Tri-axial with Legacy Quad 133 3.4 Double-double helix sub-laminates 136 3.5 Double-double helix hybrids 145

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TABLEOFCONTENTS

1 ELASTICMODULIOFLAMINATES 1

1.1 Stressandstraintransformation 1

1.2 Transformationrelationsforstiffnesscomponents 4

1.3 Traceandotherinvariants 7

1.4 Transformedstiffnesscomponents 11

1.5 Transformationin3D 14

1.6 2Dand3Dtraces 19

1.7 Laminatedplates 24

1.8 Invariantsoflaminates 30

1.9 Quasi-Isotropiclaminates 34

1.10 Flexuralstiffnessofsymmetriclaminates 37

1.11 Generallaminates 40

1.12 Homogenization 45

1.13 In-planeandflexuralproblems 48

1.14 Conclusions 51

1.15 Sampleproblemsandtools 511.15.1 Stiffnessoflaminates 521.15.2 Accuracyoftrace-basedlaminatestiffness 57

2 LAMINATESTRENGTH 59

2.1 Basicplystrengthdata 60

2.2 Quadraticcriteriainstressspace 62

2.3 Quadraticcriteriainstrainspace 67

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2.4 Transformationoffailureenvelopes 69

2.5 Strength/stressratioandfailureindex 72

2.6 FirstPlyFailureenvelopesforlaminates 77

2.7 StrengthoflaminatesafterFirstPlyFailure–ultimatefailureenvelopes 82

2.8 Progressiveversussimultaneousdegradation 85

2.9 OmniStrainfailureenvelopesforlaminates 87

2.10 UnitCirclefailurecriterionforlaminates 93

2.11 Sampleproblemsandtools 99

3 LAMINATEDESIGN 113

3.1 Carpetplotoflegacyquad-axiallaminates 115

3.2 Bi-axiallaminates 123

3.3 Tri-axialsub-laminates 1273.3.1 Tri-axialregular 1293.3.2 Tri-axialhard 1313.3.3 Tri-axialsoft 1323.3.4 MatchingTri-axialwithLegacyQuad 133

3.4 Double-doublehelixsub-laminates 136

3.5 Double-doublehelixhybrids 145

3.6 Comparison between the legacy quad- and double-double helixsub-laminates 147

3.7 Replacementoflegacylaminatesbydouble-double 154

3.8 Hardandsoft[π/4] 157

3.9 Homogenizationasanenabler 161

3.10 Knock-downfactorfordouble-doublelaminates 164

3.11 Searchenginesforbestlaminate 168

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3.12 Summary 175

3.13 Toolsforbestlaminatesinsmoothandnotchedstrength 177

4 COMPOSITEGRID/SKINSTRUCTURES 185

4.1 Stiffnessofcompositesgrids 188

4.2 Threecommongrids 190

4.3 Compositegridswithskins 198

4.4 Efficiencyofgrid/skinconstructions 207

4.5 Failureenvelopes 213

4.6 Conclusions 216

4.7 Sampleproblemsandtools 218

5 TRACE-BASEDSCALINGANDBEAMOPTIMIZATIONUSINGPROFILERANK 223

5.1 Introduction 223

5.2 WeightoptimizationusingProfileRank 224

5.3 Trace-basedscaling 238

5.4 Scalingresultsandmastercurveofoptimalweight 242

5.5 Summaryanddiscussion 250

References 252

6 TRACE-BASEDDIRECTSIZINGMETHOD 253

6.1 Background 253

6.2 Laminatesizing 259

6.3 Materialselection 268

6.4 Casestudies 271

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6.4.1 Abi-axiallyloadedpanel 2716.4.2 Shearcasestudy 281

6.5 Finalremarksandperspectives 283

6.6 References 284

7 AUNIFIEDANDEFFICIENTDESIGN,TEST,ANDMANUFACTUREOFCOMPOSITELATTICESTRUCTURESANDPANELS 287

7.1 EllipsoidalPanelLatticeStructure 289

7.2 TubeLatticeStructure 293

7.3 BoxLatticeStructure 296

7.4 DoublePanel 297

7.5 BasicRecipe 300

7.6 ImportingIGESPanelGeometryintoTrueGrid® 301

7.7 COBELLSCommand 305

7.8 ElementProperties 309

7.9 AnalysisSteps 310

7.10 BoundarySplineCurve 311

7.11 LoadsandBoundaryConditions 312

7.12 VariableThickness 314

7.13 TapePaths 316

8 APPENDIXA-3D_BEAMMANUAL 319

8.1 Introduction 319

8.2 Generaldescription 3208.2.1 Coordinatesystems 3208.2.2 Element,nodeandelementgroup 3228.2.3 Directionsofsixdegreeoffreedomsandforces 322

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8.2.4 Brick,bricknodeandply 3238.2.5 Plyorientations 3238.2.6 Materialpropertyinput 324

8.3 Flowchart 325

8.4 Howtorun3D_Beam? 3268.4.1 Optionsetting 3278.4.2 Pre-processor 3288.4.3 Main-solver 3308.4.4 Post-processor 3338.4.5 Newrun 334

8.5 Examples 3358.5.1 Case1:CantileverRectangularboxbeam 3358.5.2 Case2:Cantileverbeamwithcircularcrosssection 3408.5.3 Case3:Compositebeamunderthree-pointbending 3448.5.4 Case4:ProfileRankforaluminumbeam 348

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Chapter 5 Sangwook Sihn University of Dayton Research Institute – USA [email protected]

Chapters 1 to 4 Stephen W. Tsai Department of Aeronautics & Astronautics Stanford University – USA [email protected]

Chapter 6 Albertino Jose Castanho Arteiro University of Porto – PORTUGAL

[email protected]

Chapter 7 Robert Rainsberger XYZ Scientific Applications, Inc. – USA [email protected]

Chapters 1 to 4 José Daniel D. Melo

Department of Materials Engineering Federal University of Rio Grande do Norte – BRAZIL

Visiting Scholar Department of Aeronautics & Astronautics

Stanford University – USA [email protected]

Dr. Arteiro wish to thank the support from FCT - Fundação para a Ciência e a Tecnologia through National Funds (project MITP-TB/PFM/0005/2013) for encouragement and support during the preparation of this work.