Cover image for Structural analysis of polymeric composite materials
Title:
Structural analysis of polymeric composite materials
Personal Author:
Edition:
2nd ed.
Publication Information:
Boca Raton : CRC Press/Taylor & Francis Group, 2013
Physical Description:
xvii, 649 p. : ill. ; 24 cm.
ISBN:
9781439875124
Abstract:
"Emphasizing the macromechanical (structural) level, over micromechanical issues and analyses, this unique text covers crucially important effects of environment, that is, effects due to temperature changes or moisture content, at the outset to establish a coherent and updated knowledge base. Each chapter includes numerical example problems to illustrate the concepts presented. Updated with new examples, problems, and improved flow, this second edition includes a solutions manual for qualifying course adoptions and a suite of computer programs that implement the analyses discussed. Emphasizes the macromechanical (structural) level over micromechanical issues and analyses. Discusses crucially important effects of environment in order of relevance (i.e., effects due to temperature changes and/or moisture content are incorporated into early chapters instead of treated separately in later chapters). Includes numerical example problems in each chapter that illustrate the concepts presented. Offers a solutions manual for qualifying adoptions. Offers access to a suite of computer programs available on the author's website that implement the analyses discussed in the text"-- Provided by publisher.

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33000000000579 TA418.9.C6 T88 2013 Open Access Book Book
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Summary

Summary

Structural Analysis of Polymeric Composite Materials, Second Edition introduces the mechanics of composite materials and structures and combines classical lamination theory with macromechanical failure principles for prediction and optimization of composite structural performance. It addresses topics such as high-strength fibers, manufacturing techniques, commercially available compounds, and the behavior of anisotropic, orthotropic, and transversely isotropic materials and structures subjected to complex loading.

Emphasizing the macromechanical (structural) level over micromechanical issues and analyses, this unique book integrates effects of environment at the outset to establish a coherent and updated knowledge base. In addition, each chapter includes example problems to illustrate the concepts presented.


Author Notes

Tuttle, Mark E.; Tuttle, Mark E.


Table of Contents

Prefacep. xiii
Acknowledgmentsp. xv
Authorp. xvii
1 Introductionp. 1
1.1 Basic Definitionsp. 1
1.2 Polymeric Materialsp. 5
1.2.1 Basic Conceptsp. 5
1.2.2 Addition versus Condensation Polymersp. 7
1.2.3 Molecular Structurep. 8
1.2.4 Thermoplastic versus Thermoset Polymersp. 10
1.2.5 Amorphous versus Semicrystalline Thermoplasticsp. 11
1.2.6 A-, B-, and C-Staged Thermosetsp. 12
1.2.7 The Glass Transition Temperaturep. 12
1.3 Fibrous Materialsp. 14
1.3.1 Glass Fibersp. 15
1.3.2 Aramid Fibersp. 16
1.3.3 Graphite and Carbon Fibersp. 17
1.3.4 Polyethylene Fibersp. 20
1.4 Commercially Available Formsp. 21
1.4.1 Discontinuous Fibersp. 21
1.4.2 Roving Spoolsp. 22
1.4.3 Woven Fabricsp. 22
1.4.4 Braided Fabricsp. 25
1.4.5 Pre-Impregnated Products or "Prepreg"p. 27
1.5 Manufacturing Processesp. 29
1.5.1 Layup Techniquesp. 29
1.5.2 Autoclave Process Cyclesp. 31
1.5.3 Filament Windingp. 34
1.5.4 Pultrusionp. 35
1.5.5 Resin Transfer Moldingp. 37
1.6 Scope of This Bookp. 37
Referencesp. 39
2 Review of Force, Stress, and Strain Tensorsp. 41
2.1 The Force Vectorp. 41
2.2 Transformation of a Force Vectorp. 43
2.3 Normal Forces, Shear Forces, and Free-Body Diagramsp. 50
2.4 Definition of Stressp. 52
2.5 The Stress Tensorp. 54
2.6 Transformation of the Strees Tensorp. 59
2.7 Principal Stressesp. 67
2.8 Plane Stressp. 71
2.9 Definition of Strainp. 79
2.10 The Strain Tensorp. 83
2.11 Transformation of the Strain Tensorp. 85
2.12 Principal Strainsp. 90
2.13 Strains within a Plane Perpendicular to a Principal Strain Directionp. 93
2.14 Relating Strains to Displacement Fieldsp. 100
2.15 Computer Programs 3Drotate and 2Drotatep. 104
Homework Problemsp. 105
Referencesp. 109
3 Material Propertiesp. 111
3.1 Material Properties of Anisotropic versus Isotropic Materialsp. 111
3.2 Material Properties That Relate Stress to Strainp. 118
3.2.1 Uniaxial Testsp. 119
3.2.2 Pure Shear Testsp. 122
3.2.3 Specialization to Orthotropic and Transversely Isotropic Compositesp. 126
3.3 Material Properties Relating Temperature to Strainp. 133
3.3.1 Specialization to Orthotropic and Transversely Isotropic Compositesp. 135
3.4 Material Properties Relating Moisture Content to Strainp. 136
3.4.1 Specialization to Orthotropic and Transversely Isotropic Compositesp. 137
3.5 Material Properties Relating Stress or Strain to Failurep. 138
3.6 Predicting Elastic Composite Properties Based on Constituents: The Rule of Mixturesp. 141
Homework Problemsp. 148
Referencesp. 152
4 Elastic Response of Anisotropic Materialsp. 155
4.1 Strains Induced by Stress: Anisotropic Materialsp. 155
4.2 Strains Induced by Stress: Orthotropic and Transversely Isotropic Materialsp. 162
4.3 Strains Induced by a Change in Temperature or Moisture Contentp. 172
4.4 Strains Induced by Combined Effects of Stress, Temperature, and Moisturep. 173
Homework Problemsp. 176
5 Unidirectional Composite Laminates Subject to Plane Stressp. 179
5.1 Unidirectional Composites Referenced to the Principal Material Coordinate Systemp. 179
5.2 Unidirectional Composites Referenced to an Arbitrary Coordinate Systemp. 194
5.3 Calculating Transformed Properties Using Material Invariantsp. 213
5.4 Effective Elastic Properties of a Unidirectional Composite Laminatep. 217
5.5 Failure of Unidirectional Composites Referenced to the Principal Material Coordinate Systemp. 225
5.5.1 The Maximum Stress Failure Criterionp. 227
5.5.2 The Tsai-Hill Failure Criterionp. 228
5.5.3 The Tsai-Wu Failure Criterionp. 229
5.6 Failure of Unidirectional Composites Referenced to an Arbitrary Coordinate Systemp. 233
5.6.1 Uniaxial Stressp. 233
5.6.1.1 Maximum Stress Criterionp. 234
5.6.1.2 Tsai-Hill Criterionp. 236
5.6.1.3 Tsai-Wu Criterionp. 237
5.6.1.4 Comparisonp. 239
5.6.2 Pure Shear Stress Statesp. 241
5.6.2.1 Maximum Stress Criterionp. 242
5.6.2.2 Tsai-Hill Criterionp. 245
5.6.2.3 Tsai-Wu Criterionp. 246
5.6.2.4 Comparisonsp. 247
5.7 Computer Programs Unidir and Unifailp. 249
5.7.1 Program Unidirp. 250
5.7.2 Program Unifailp. 251
Homework Problemsp. 251
Referencesp. 257
6 Thermomechanical Behavior of Multiangle Composite Laminatesp. 259
6.1 Definition of a "Thin Plate" and Allowable Plate Loadingsp. 259
6.2 Plate Deformations: The Kirchhoff Hypothesisp. 264
6.3 Principal Curvaturesp. 269
6.4 Standard Methods of Describing Composite Laminatesp. 276
6.5 Calculating Ply Strains and Stressesp. 280
6.6 Classical Lamination Theoryp. 294
6.6.1 Constant Environmental Conditionsp. 296
6.6.2 Including Changes in Environmental Conditionsp. 312
6.7 Simplifications due to Stacking Sequencep. 326
6.7.1 Symmetric Laminatesp. 329
6.7.2 Cross-Ply Laminatesp. 332
6.7.3 Balanced Laminatesp. 334
6.7.4 Balanced Angle-Ply Laminatesp. 336
6.7.5 Quasi-Isotropic Laminatesp. 337
6.8 Summary of CLT Calculationsp. 339
6.8.1 A CLT Analysis When Loads Are Knownp. 340
6.8.2 A CLT Analysis When Midplane Strains and Curvatures Are Knownp. 341
6.9 Effective Properties of a Composite Laminatep. 342
6.9.1 Effective Properties Relating Stress to Strainp. 343
6.9.1.1 Extensional Propertiesp. 343
6.9.1.2 Flexural Propertiesp. 348
6.9.2 Effective Properties Relating Temperature or Moisture Content to Strainp. 350
6.10 Transformation of the ABD Matrixp. 355
6.11 Computer Program CLTp. 361
6.12 Comparing Classical Lamination Theory and Finite-Element Analysesp. 363
6.13 Free Edge Stressesp. 375
6.13.1 The Origins of Free Edge Stressesp. 375
6.13.2 Analytical and Numerical Studies of Free Edge Stressesp. 381
6.13.3 Typical Numerical Resultsp. 383
Homework Problemsp. 387
Referencesp. 394
7 Predicting Failure of a Multiangle Composite Laminatep. 397
7.1 Preliminary Discussionp. 397
7.2 Estimating Laminate Failure Strengths Using CLTp. 401
7.2.1 Using CLT to Predict First-Ply Failurep. 401
7.2.2 Predicting Last-Ply Failurep. 408
7.3 First-Ply Failure Envelopesp. 412
7.4 Computer Programs Lamfail and Progdamp. 415
7.4.1 Program Lamfailp. 417
7.4.2 Program Progdamp. 418
Homework Problemsp. 421
Referencesp. 423
8 Composite Beamsp. 425
8.1 Preliminary Discussionp. 425
8.2 Comparing Classical Lamination Theory to Isotropic Beam Theoryp. 426
8.3 Types of Composite Beams Consideredp. 432
8.4 Effective Axial Rigidity of Rectangular Composite Beamsp. 437
8.5 Effective Flexural Rigidities of Rectangular Composite Beamsp. 440
8.5.1 Effective Flexural Rigidity of Rectangular Composite Beams with Ply Interfaces Orthogonal to the Plane of Loadingp. 440
8.5.2 Effective Flexural Rigidity of Rectangular Composite Beams with Ply Interfaces Parallel to the Plane of Loadingp. 443
8.6 Effective Axial and Flexural Rigidities for Thin-Walled Composite Beamsp. 449
8.7 Statically Determinate and Indeterminate Axially Loaded Composite Beamsp. 467
8.8 Statically Determinate and Indeterminate Transversely Loaded Composite Beamsp. 472
8.9 Computer Program Beamp. 487
Homework Problemsp. 488
Referencesp. 490
9 Stress Concentrations Near an Elliptical Holep. 491
9.1 Preliminary Discussionp. 491
9.2 Summary of the Savin Solution for an Anisotropic Plate with Elliptical Holep. 492
9.3 Circular Holes in Unidirectional Laminatesp. 498
9.4 Elliptical Holes with an Aspect Ratio of Three in Unidirectional Laminatesp. 501
9.5 Circular Holes in Multiangle Laminatesp. 504
9.6 Computer Program Holesp. 507
Homework Problemsp. 507
Referencesp. 508
10 The Governing Equations of Thin-Plate Theoryp. 509
10.1 Preliminary Discussionp. 509
10.2 Equations of Equilibrium for Symmetric Laminatesp. 515
10.2.1 Equations of Equilibrium Expressed in Terms of Internal Stress and Moment Resultants, Transverse Loading, and Out-of-Plane Displacementsp. 516
10.2.2 Equations of Equilibrium Expressed in Terms of the [ABD] Matrix, Transverse Loading, and Midplane Displacement Fieldsp. 526
10.3 Boundary Conditionsp. 529
10.3.1 Geometric (Kinematic) Boundary Conditionsp. 530
10.3.2 Static (Natural) Boundary Conditionsp. 531
10.3.3 Combinations of Geometric and Static Boundary Conditionsp. 535
10.3.3.1 Free Edgep. 537
10.3.3.2 Simply Supported Edgesp. 538
10.3.3.3 Clamped Edgesp. 539
10.4 Representing Arbitrary Transverse Loads as a Fourier Seriesp. 540
Referencesp. 546
11 Some Exact Solutions for Specially Orthotropic Laminatesp. 547
11.1 Equations of Equilibrium for a Specially Orthotropic Laminatep. 547
11.2 In-Plane Displacement Fields in Specially Orthotropic Laminatesp. 549
11.3 Specially Orthotropic Laminates Subject to Simple Supports of Type S1p. 553
11.4 Specially Orthotropic Laminates Subject to Simple Supports of Type S4p. 559
11.5 Specially Orthotropic Laminates with Two Simply Supported Edges of Type S1 and Two Edges of Type S2p. 566
11.6 The Navier Solution Applied to a Specially Orthotropic Laminate Subject to Simple Supports of Type S4p. 572
11.7 Buckling of Rectangular Specially Orthotropic Laminates Subject to Simple Supports of Type S4p. 575
11.8 Thermal Buckling of Rectangular Specially Orthotropic Laminates Subject to Simple Supports of Type S1p. 585
11.9 Computer Program Sporthop. 589
Referencesp. 590
12 Some Approximate Solutions for Symmetric Laminatesp. 591
12.1 Preliminary Discussionp. 591
12.2 In-Plane Displacement Fieldsp. 598
12.3 Potential Energy in a Thin Composite Platep. 602
12.3.1 Evaluation of Strain Energy Component UIp. 607
12.3.2 Evaluation of Strain Energy Component UIIp. 608
12.3.3 Evaluation of Strain Energy Component UIIIp. 612
12.3.4 Evaluation of Work Done by Transverse Loadsp. 617
12.4 Symmetric Composite Laminates Subject to Simple Supports of Type S4p. 617
12.4.1 Deflections due to a Uniform Transverse Loadp. 618
12.4.2 Deflections due to a Sinusoidal Transverse Loadp. 626
12.4.3 Deflections due to a Transverse Load Distributed over an Interior Regionp. 628
12.4.4 Deflections due to a Transverse Point Loadp. 630
12.5 Buckling of Symmetric Composite Plates Subject to Simple Supports of Type S4p. 631
12.6 Computer Program Symmp. 635
Referencesp. 635
Appendix A Experimental Methods Used to Measure In-Plane Elastic Propertiesp. 637
Referencesp. 641
Appendix B Tables of Beam Deflections and Slopesp. 643
Referencep. 646
Indexp. 647