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|a 9781447116691
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|a 10.1007/978-1-4471-1669-1
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|a Huang, Hou-Cheng.
|e author.
|4 aut
|4 http://id.loc.gov/vocabulary/relators/aut
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|a Static and Dynamic Analyses of Plates and Shells
|h [electronic resource] :
|b Theory, Software and Applications /
|c by Hou-Cheng Huang.
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|a 1st ed. 1989.
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|a London :
|b Springer London :
|b Imprint: Springer,
|c 1989.
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|a XIV, 194 p.
|b online resource.
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|a text
|b txt
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|a computer
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|a online resource
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|a Springer eBook Collection
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|a 1 Introduction -- 1.1 Changing Trends in Shell Analysis -- 1.2 Reliability of Finite Element Analysis -- 1.3 Shell Element Formulations -- 1.4 Objective and Layout -- 2 Degenerations of Three-Dimensional Theory -- 2.1 Introduction -- 2.2 Three-Dimensional Theory -- 2.3 Plate Theory -- 2.4 Three-Dimensional Degenerated Curved Shell -- 3 Defects of Mindlin Plate and Degenerated Shell Elements -- 3.1 Introduction -- 3.2 Formulation of Mindlin Plate Bending Elements -- 3.3 Formulation of Degenerated Shell Elements -- 3.4 Defects of Mindlin Plate and Degenerated Shell Elements -- 4 Assumed Strain Finite Element Plate Formulations -- 4.1 Introduction -- 4.2 Essence of Shear Locking -- 4.3 Reinterpretation of Selectively Integrated Elements -- 4.4 Elimination of Shear Locking -- 5 Linear Benchmark Tests for Plate Elements -- 5.1 Introduction -- 5.2 Eigen-Analyses of the Stiffness Matrices -- 5.3 Patch Tests -- 5.4 Locking Tests -- 5.5 Long Cantilever -- 5.6 Convergence Tests -- 5.7 Skew Plates -- 5.8 Stress Resultant Study -- 6 Assumed Strain Finite Element Shell Formulations -- 6.1 Introduction -- 6.2 Shear Locking, Membrane Locking and Selective Integration -- 6.3 Elimination of Shear Locking -- 6.4 Elimination of Membrane Locking -- 6.5 Assumed Strain Degenerated Shell Elements -- 6.6 Discussion -- 7 Linear Benchmark Tests for Shell Elements -- 7.1 Introduction -- 7.2 Eigen-Analysis of the Stiffness Matrices -- 7.3 Patch Tests -- 7.4 Locking Tests -- 7.5 Conclusions -- 8 Formulations and Applications for Elasto-Plastic Shell Analyses -- 8.1 Introduction -- 8.2 Laminated Plate and Shell Model -- 8.3 Shear Correction Factors -- 8.4 The Anisotropic Yield Criterion -- 8.5 Numerical Examples -- 9 Formulations and Applications for Elasto-Plastic Dynamic Shell Analyses -- 9.1 Introduction -- 9.2 Dynamic Equilibrium Equations -- 9.3 Modelling of Mass Matrix -- 9.4 Newmark’s Time Stepping Scheme -- 9.5 Numerical Examples -- Appendix 1 Software Description for Elasto-Plastic Static Analysis -- A1.1 Introduction -- A1.2 Glossary of Variable Names -- A1.2.1 Main Arrays -- A1.2.2 Main Variables -- A1.3 Program Overview -- A1.4 File Handling -- A1.4.1 Subroutine INPUT -- A1.4.2 User Instructions -- A1.4.3 Files -- A1.5 Documented Example — Clamped Quadratic Shell -- A1.5.1 Input Data File -- A1.5.2 Output Data File -- A1.6 Stiffness Evaluation Module -- A1.6.1 Subroutine for Evaluation of Stiffness Matrix -- A1.6.2 Evaluation of Strain-Displacement Matrix -- A1.6.3 Subroutine BSAMP -- A1.6.4 Subroutine FUNC -- A1.6.5 Subroutine FRAME -- A1.6.6 Subroutine SFR1 -- A1.6.7 Subroutine SFR3 -- A1.6.8 Subroutine TBMAT -- A1.6.9 Subroutine XDIC -- Appendix 2 Software Descriptions for Elasto-Plastic Transient Analysis -- A2.1 Introduction -- A2.2 Glossary of Variable Names -- A2.2.1 Main Arrays -- A2.2.2 Main Variables -- A2.3 Program Overview -- A2.4 File Handling -- A2.4.1 Subroutine INPUTD -- A2.4.2 Subroutine INTIME -- A2.4.3 User Instructions -- A2.4.4 Files -- A2.5 Documented Example — Thin Spherical Cap -- A2.5.1 Input Data File -- A2.5.2 Output Data File -- Author Index.
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|a Over the past decade or so much has been written on the various attempts to produce efficient, accurate and reliable Mindlin plate finite elements. In the late sixties, a degenerated, Mindlin-type, curved shell element was developed and subsequently many improvements in such elements have been made. Reliability and efficiency in use has always been a major objective. Degenerated shell elements have enjoyed widespread popularity despite certain potential defects, including shear and membrane lock ing behaviour and spurious mechanisms. After introducing the basic foundations of Mindlin-type elements, this book describes these defects and also gives the reasons for their occurrence. Furthermore, the author proposes an approach to overcome these defects. A series of linear benchmark tests are proposed to illustrate the performance of the assumed strain element formulations. The formula tions and applications for material non-linearity are also presented. Both isotropic and anisotropic material models are included together with the results for both static and transient dynamic analyses. Two associated programs are fully documented and provided on floppy discs with test examples. Source codes for the two associated programs are provided: one is for static analysis and the other for dynamic analysis, and the programs can be compiled and run on either a mini or mainframe coniputer via a terminal. The author hopes that this book may provide further impetus in the important research area of plate and shell element technology.
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