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Cover image for Mechanics of composite structural elements
Title:
Mechanics of composite structural elements
Personal Author:
Series:
Foundations of engineering mechanics
Publication Information:
Berlin : Springer, 2004
ISBN:
9783540408659

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30000010082657 TA418.9.C6 A474 2004 Open Access Book Book
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Summary

Summary

Laminate and sandwich structures are typical lightweight elements with rapidly ex­ panding application in various industrial fields. In the past, these structures were used primarily in aircraft and aerospace industries. Now, they have also found ap­ plication in civil and mechanical engineering, in the automotive industry, in ship­ building, the sport goods industries, etc. The advantages that these materials have over traditional materials like metals and their alloys are the relatively high specific strength properties (the ratio strength to density, etc). In addition, the laminate and sandwich structures provide good vibration and noise protection, thermal insulation, etc. There are also disadvantages - for example, composite laminates are brittle, and thejoining of such elements is not as easy as with classical materials. The recycling of these materials is also problematic, and a viable solution is yet to be developed. Since the application of laminates and sandwiches has been used mostly in new technologies, governmental and independent research organizations, as well as big companies, have spent a lot of money for research. This includes the development of new materials by material scientists, new design concepts by mechanical and civil engineers as well as new testing procedures and standards. The growing de­ mands of the industry for specially educated research and practicing engineers and material scientists have resulted in changes in curricula of the diploma and master courses. More and more universities have included special courses on laminates and sandwiches, and training programs have been arranged for postgraduate studies.


Table of Contents

1 Classification of Composite Materialsp. 1
1.1 Definition and Characteristicsp. 2
1.2 Significance and Objectivesp. 7
1.3 Modellingp. 8
1.4 Material Characteristics of the Constituentsp. 11
1.5 Advantages and Limitationsp. 13
1.6 Problemsp. 14
2 Linear Anisotropic Materialsp. 15
2.1 Generalized Hooke's Lawp. 16
2.1.1 Stresses, Strains, Stiffness, and Compliancesp. 17
2.1.2 Transformation Rulesp. 23
2.1.3 Symmetry Relations of Stiffness and Compliance Matricesp. 27
2.1.4 Two-dimensional Material Equationsp. 40
2.1.5 Curvilinear anisotropyp. 45
2.1.6 Problemsp. 48
2.2 Fundamental Equations and Variational Solution Proceduresp. 52
2.2.1 Boundary and Initial-Boundary Value Equationsp. 53
2.2.2 Principle of Virtual Work and Energy Formulationsp. 57
2.2.3 Variational Methodsp. 62
2.2.4 Problemsp. 68
3 Effective Material Moduli for Compositesp. 77
3.1 Elementary Mixture Rules for Fibre-Reinforced Laminaep. 78
3.1.1 Effective Densityp. 79
3.1.2 Effective Longitudinal Modulus of Elasticityp. 79
3.1.3 Effective Transverse Modulus ofElasticityp. 80
3.1.4 Effective Poisson's Ratiop. 81
3.1.5 Effective In-plane Shear Modulusp. 82
3.1.6 Discussion on the Elementary Mixture Rulesp. 83
3.2 ImprovedFormulas for Effective Moduli ofCompositesp. 84
3.3 Problemsp. 86
4 Elastic Behavior of Laminate and Sandwich Compositesp. 91
4.1 Elastic Behavior ofLaminaep. 91
4.1.1 On-axis Stiffness and Compliances of UD-Laminaep. 92
4.1.2 Off-axis Stiffness and Compliances of UD-Laminaep. 97
4.1.3 Stress Resultants and Stress Analysisp. 106
4.1.4 Problemsp. 113
4.2 Elastic Behavior ofLaminatesp. 119
4.2.1 General Laminatesp. 120
4.2.2 Stress-Strain Relations and Stress Resultantsp. 122
4.2.3 Laminates with Special Laminae Stacking Sequencesp. 129
4.2.4 Stress Analysisp. 140
4.2.5 Thermal and Hygroscopic Effectsp. 143
4.2.6 Problemsp. 148
4.3 Elastic Behavior ofSandwichesp. 153
4.3.1 General Assumptionsp. 154
4.3.2 Stress Resultants and Stress Analysisp. 155
4.3.3 Sandwich Materials with Thick CoverSheetsp. 157
4.4 Problemsp. 158
5 Classical and Improved Theoriesp. 161
5.1 General Remarksp. 161
5.2 Classical Laminate Theoryp. 165
5.3 Shear Deformation Theory for Laminates and Sandwichesp. 171
5.4 Layerwise Theoriesp. 176
5.5 Problemsp. 177
6 Failure Mechanisms and Criteriap. 183
6.1 Fracture Modes of Laminaep. 184
6.2 Failure Criteriap. 188
6.3 Problemsp. 200
7 Modelling and Analysis of Beamsp. 205
7.1 Introductionp. 205
7.2 Classical Beam Theoryp. 207
7.3 Shear Deformation Theoryp. 220
7.4 Sandwich Beamsp. 226
7.4.1 Stresses and Strains for symmetrical cross-sectionsp. 227
7.4.2 Stresses and strains for non-symmetrical cross-sectionsp. 231
7.4.3 Governing Sandwich beam equationsp. 232
7.5 Hygrothermo-Elastic Effects on Beamsp. 236
7.6 Analytical Solutionsp. 237
7.7 Problemsp. 239
8 Modelling and Analysis of Platesp. 251
8.1 Introductionp. 252
8.2 Classical Laminate Theoryp. 252
8.3 Shear Deformation Theoryp. 267
8.4 Sandwich Platesp. 273
8.5 Hygrothermo-Elastic Effects on Platesp. 275
8.6 Analytical Solutionsp. 278
8.6.1 Classical Laminate Theoryp. 278
8.6.2 Shear Deformation Laminate Theoryp. 291
8.7 Problemsp. 298
9 Modelling and Analysis of Circular Cylindrical Shellsp. 315
9.1 Introductionp. 316
9.2 Classical Shell Theoryp. 317
9.2.1 General Casep. 317
9.2.2 Specially Orthotropic Circular Cylindrical Shells Subjected by Axial Symmetric Loadsp. 320
9.2.3 Membrane and Semi-membrane theoriesp. 324
9.3 Shear Deformation Theoryp. 325
9.4 Sandwich Shellsp. 333
9.5 Problemsp. 334
10 Modelling and Analysis of Thin-walled Folded Structuresp. 339
10.1 Introductionp. 340
10.2 Generalized Beam Modelsp. 343
10.2.1 Basic Assumptionsp. 344
10.2.2 Potential Energy of the Folded Structurep. 346
10.2.3 Reduction of the Two-dimensional Problemp. 347
10.2.4 Simplified Structural Modelsp. 352
10.2.5 An Efficient Structure Model for the Analysis of General Prismatic beam Shaped Thin-walled Plate Structuresp. 358
10.2.6 Free Eigen-vibration Analysis, Structure model Ap. 359
10.3 Solution Proceduresp. 361
10.3.1 Analytical Solutionsp. 362
10.3.2 Transfer Matrix Methodp. 363
10.4 Problemsp. 369
11 Finite Element Analysisp. 377
11.1 Introductionp. 378
11.1.1 FEM Procedurep. 378
11.1.2 Problemsp. 381
11.2 Finite Beam Elementsp. 383
11.2.1 Laminate Truss Elementsp. 383
11.2.2 Laminate Beam Elementsp. 385
11.2.3 Problemsp. 391
11.3 Finite Plate Elementsp. 393
11.3.1 Classical Laminate Theoryp. 397
11.3.2 Shear Deformation Theoryp. 399
11.4 Generalized Finite Beam Elementsp. 404
11.4.1 Foundationsp. 405
11.4.2 Element Definitionsp. 405
11.4.3 Element Equationsp. 407
11.4.4 System Equations and Solutionp. 411
11.4.5 Equations for the Free Vibration Analysisp. 412
11.5 Numerical Resultsp. 413
11.5.1 Laminate Shell Elements in the Program System COS-MOS/Mp. 413
11.5.2 Examples for the use of Laminated Shell Elementsp. 417
11.5.3 Examples of the use of Generalized beam Elementsp. 431
A Matrix Operationsp. 435
A.1 Definitionsp. 435
A.2 Special Matricesp. 436
A.3 Matrix Algebra and Analysisp. 437
B Stress and strain transformationsp. 441
C Differential Operators for Rectangular Plates (Classical Plate Theory)p. 443
D Differential Operators for Rectangular Plates (Shear Deformation Theory)p. 445
E Differential Operators for Circular Cylindrical shells (Classical Shell Theory)p. 447
F Differential Operators for Circular Cylindrical Shells (Shear Deformation Theory)p. 449
G Solution Forms of the Differential Equation $$$$ = 0p. 451
H Material's propertiesp. 453
I Referencesp. 459
I.1 Selected Textbooks and Monographs on Composite Mechanicsp. 459
I.2 Supplementary Literature for Further Readingp. 462
I.3 Selected Review Articlesp. 463
Indexp. 465
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