Analysis and Design of Plated Structures

Volume 1: Stability

2nd Edition - September 29, 2021
Imprint: Woodhead Publishing
Editors: N.E. Shanmugam, C.M. Wang
Language: English
Paperback ISBN:
9 7 8 - 0 - 1 2 - 8 2 3 5 7 0 - 6
eBook ISBN:
9 7 8 - 0 - 1 2 - 8 2 3 5 7 1 - 3

Analysis and Design of Plated Structures: Stability, Second Edition covers the latest developments in new plate solutions and structural models for plate analysis. Completel… Read more

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Analysis and Design of Plated Structures: Stability, Second Edition covers the latest developments in new plate solutions and structural models for plate analysis. Completely revised and updated by its distinguished editors and international team of contributors, this edition also contains new chapters on GBT-based stability analysis and the finite strip and direct strength method (DSM). Other sections comprehensively cover bracing systems, storage tanks under wind loading, the analysis and design of light gauge steel members, applications of high strength steel members, cold-formed steel pallet racks, and the design of curved steel bridges.

This is a comprehensive reference for graduate students, researchers and practicing engineers in the fields of civil, structural, aerospace, mechanical, automotive and marine engineering.

Cover image
Title page
Table of Contents
Copyright
List of contributors
1. Analytical solutions for plate buckling from static analysis approach
Abstract
1.1 Introduction
1.2 Equilibrium equation
1.3 Analytical solution
1.4 Numerical results
1.5 Summary
Appendix A Deflection, slopes, bending moments, and shears
Appendix B Hyperbolic functions expansions
References
2. Buckling of shear deformable plates subjected to nonuniform in-plane forces
Abstract
2.1 Introduction
2.2 Buckling of rectangular shear deformable plates
2.3 Numerical examples and discussion
2.4 Concluding remarks
References
3. Hencky bar-grid model and Hencky bar-net model for buckling analysis of rectangular plates
Abstract
3.1 Introduction
3.2 Problem definition
3.3 Hencky bar-grid model
3.4 Hencky bar-net model
3.5 Buckling of rectangular plates
3.6 Conclusion
References
4. Finite element formulation for plate stability analysis
Abstract
4.1 Introduction
4.2 The formulation
4.3 Elastic stability
4.4 Element implementation
4.5 Numerical examples
4.6 Concluding remarks
References
5. Developments on the GBT-based stability analysis of thin-walled members and structural systems
Abstract
5.1 Introduction
5.2 GBT-based stability analysis: basic concepts
5.3 Cross-section analysis: deformation modes
5.4 Linear stability (buckling) analysis
5.5 Illustrative examples
5.6 Concluding remarks
References
6. Finite strip methods for stability analysis of thin-walled members with applications to the Direct Strength Method of design
Abstract
6.1 Introduction
6.2 Uniform stress analysis
6.3 Nonuniform stress analysis under localized load
6.4 Prebuckling analysis for nonuniform stress
6.5 Buckling analyses for uniform and nonuniform stresses
6.6 Examples
6.7 Direct Strength Method design examples
6.8 Conclusion
Appendix A Flexural stiffness and stability matrices
Appendix B Membrane stiffness and stability matrices
Acknowledgments
References
7. Lateral buckling of tapered steel members
Abstract
7.1 Introduction
7.2 Nonlinear finite element formulation
7.3 Linear finite element formulation
7.4 Elastic buckling curves
7.5 Design strengths
7.6 Concluding remarks
References
8. Plastic buckling of plates
Abstract
8.1 Introduction
8.2 Buckling of rectangular plates
8.3 Axisymmetric buckling of circular plates
8.4 Buckling of annular plates
8.5 Buckling of polygonal plates
8.6 Concluding remarks
Acknowledgments
References
9. Mechanical and thermal buckling of ceramic–metal plates
Abstract
9.1 Introduction
9.2 Theoretical formulation
9.3 Numerical results
9.4 Concluding remarks
Acknowledgment
References
10. Thermal buckling and postbuckling of laminated plates
Abstract
10.1 Introduction
10.2 Governing equations
10.3 Analytical method and asymptotic solutions
10.4 Thermal postbuckling of antisymmetric angle-ply laminated plates
10.5 Thermal postbuckling of symmetric cross-ply laminated plates
10.6 Thermal postbuckling of symmetric cross-ply laminated plate with piezoelectric layers
10.7 Thermal postbuckling of FGM hybrid laminated plates
10.8 Thermal postbuckling of FG-FRC laminated plates
10.9 Concluding remarks
Appendix A
Appendix B
Appendix C
Acknowledgment
References
11. Local and interaction buckling of composite construction members
Abstract
11.1 Introduction
11.2 Forms of composite steel–concrete members
11.3 Background to buckling
11.4 Local buckling of composite steel–concrete members
11.5 Interaction buckling of composite steel–concrete members
11.6 Concluding remarks
References
12. Analyzing the strength and ductility of plated structures
Abstract
12.1 Introduction
12.2 Component plates
12.3 Stub columns
12.4 Cantilever columns
12.5 Concluding remarks
References
13. Concrete-filled steel box columns
Abstract
13.1 Introduction
13.2 Theoretical analysis
13.3 Numerical results
13.4 Parametric studies
13.5 Concluding remarks
Appendix: Notation
References
14. Direct stiffness–strength method design for cold-formed steel structural members with sheathing bracing
Abstract
14.1 Introduction
14.2 Sheathing braced design of cold-formed steel structural members—direct stiffness–strength method
14.3 Development of new test setup for determining performance of sheathing-fastener connection as bracing
14.4 Performance of sheathing boards
14.5 Formulation of expression for sheathing resistance
14.6 Scope for future research
14.7 Conclusion
Appendix I —Illustration of design method
Acknowledgments
References
Further reading
15. Stability of aboveground storage tanks subjected to wind loading
Abstract
15.1 Introduction
15.2 Comparison of shell design methods for cylindrical liquid storage tanks
15.3 API 650 wind design
15.4 Stability of open-top cylindrical steel storage tanks: design of top wind girder
15.5 Concluding remarks
Nomenclature
References
16. Behavior, analysis, and design of light gauge steel members
Abstract
16.1 Introduction
16.2 Members under axial compression
16.3 Members subjected to flexure
16.4 Beam-columns
16.5 Shear strength
16.6 Web crippling
16.7 Connections in LGS structures
16.8 Summary
References
17. Structural behavior of welded H-sections made of high-strength S690 steel plates and their applications in construction
Abstract
17.1 Introduction
17.2 Objectives and scope of work
17.3 Experimental investigation
17.4 Numerical investigations
17.5 Parametric study
17.6 Conclusion
Acknowledgments
References
18. Analysis of corrugated web plates in bridge structures
Abstract
18.1 Introduction
18.2 Elastic buckling of corrugated plates
18.3 Elastoplastic and finite displacement analysis of plates
18.4 Concluding remarks
References
19. Stability research into the design of curved steel bridges
Abstract
19.1 Introduction
19.2 Stability during construction
19.3 Cross-frame interval design
19.4 Influence of curvature on elastic lateral-torsional stability
19.5 Effect of curvature on flange plate stability
19.6 Effect of curvature on web plate stability and distortion
19.7 Conclusion
References
Further reading
20. Steel–concrete composite plate girders with web openings
Abstract
20.1 Introduction
20.2 Composite plate girders
20.3 Composite plate girders with web openings
20.4 Conclusion
Acknowledgment
Appendix
References
Index

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Analysis and Design of Plated Structures

Volume 1: Stability

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N.E. Shanmugam

C.M. Wang

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