Thin-Walled Structures: Research and Development
Richard Liew, J.Y.; Thevendran, V.; Shanmugam, N.E.
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Table of contents
- Contentsvii
- Prefacev
- PART I: KEYNOTE PAPERS1
- Chapter 1. Smart Thin-Walled Structures3
- Chapter 2. Light Gauge Steel Framing for House Construction17
- Chapter 3. Ferrocement: A Cementitious Thin Wall Structural Elements- Research to Practice29
- Chapter 4. Design of Steel Arches41
- Chapter 5. Finite Strip Analysis of Shear Walls and Thin Plates with Abrupt Changes of Thickness by53
- PART II: GENERAL SESSION PAPERS65
- Section I: Aluminium65
- Chapter 6. Buckling of Aluminium Plates67
- Chapter 7. Shear Strength of Welded Aluminium Plate Girders77
- Chapter 8. Strength of Aluminium Extrusions under Compression and Bending85
- Chapter 9. Ultimate Strength of Stiffened Aluminium Plates93
- Section II: Cold-Formed and Light Gauge Steel Structures101
- Chapter 10. A Comparison Between British and European Design Codes for Cold-Formed Thin- Gauged Stru103
- Chapter 11. Behaviour of Cold-Formed Steel Wall Frame Systems Lined with Plasterboard111
- Chapter 12. Buckling, Torsion and Biaxial Bending of Cold-Formed Steel Beams121
- Chapter 13. Design of Slotted Light Gauge Studs129
- Chapter 14. Direct Strength Prediction of Cold-Formed Steel Members Using Numerical Elastic Buckling137
- Chapter 15. Ductile and Connection Behaviour of Thin G550 Sheet Steels145
- Chapter 16. Effect of Cold Forming on Compressed Carbon and Stainless Steel Struts153
- Chapter 17. Local Buckling of Partially Stiffened Type 3CR12 Stainless Steel Compression Elements in161
- Chapter 18. Effects of Spot-Weld Spacing on the Axial Crushing of Closed-Hat Section Members173
- Chapter 19. Flexural Strength of Cold-Formed Steel Panels Using High-Strength, Low-Ductility Steel181
- Chapter 20. Flexural-Torsional Stability of Thin-Walled Orthotropic Channel Section Beams189
- Chapter 21. Inelastic Behaviour of Cold-Formed Channel Sections in Bending197
- Chapter 22. Inelastic Lateral Buckling of Cold-Formed Channel and Z-Section Beams205
- Chapter 23. Loading Capacity of Cold-Formed RHS Members Used in Multi-Story Buildings213
- Chapter 24. Local Failures in Trapezoidal Steel Claddings221
- Chapter 25. Performance of Cold Formed Steel Angles under Fatigue Loading229
- Chapter 26. Quasi-Static Axial Crushing of Top-Hat and Double-Hat Thin-Walled Sections237
- Chapter 27. Structural Performance of Bolted Moment Connections Between Cold-Formed Steel Members245
- Chapter 28. Stability Design of Thin-Walled Members Including Local Buckling253
- Section III: Composite and Ferrocement261
- Chapter 29. Axial Crushing of Foam Filled Composite Conical Shells263
- Chapter 30. Buckling Failure of Titanium-Steel Composite Chimney Liner271
- Chapter 31. Influence of Geometric Imperfections and Lamination Defects on the Buckling Behaviour of279
- Chapter 32. Influence of Shear Deformation on Geometrically Non-linear Deflections of Composite Lami289
- Chapter 33. Post-Buckling and First-Ply Failure of Thin-Walled Frames and Columns Made of Composite297
- Chapter 34. Progressive Damage Analysis of GRP Panels under Extreme Transverse Pressure Loading305
- Chapter 35. Snap-Through Buckling of Plastic-Glassy Sheeting313
- Chapter 36. Behaviour of Thin Walled Composite Beams and Columns321
- Chapter 37. Development of the 'Slimdek' System Using Deep Composite Decking329
- Chapter 38. Geometric and Material Nonlinear Behaviour of Steel Plates in Thin-Walled Concrete Fille339
- Chapter 39. Lateral-Distortional Buckling of Composite Cantilevers347
- Chapter 40. Lightweight Thin Walled Profiled Steel Sheeting/Dryboard (PSSDB) Composite Floor System355
- Chapter 41. Local Buckling of Cold Formed Steel Sections Filled with Concrete367
- Chapter 42. The Dynamic Response of Filled Thin-Walled Steel Sections375
- Chapter 43. A Study of Thin-Walled Ferrocement Elements for Prefabricated Housing383
- Chapter 44. Long-Term Deformation Analysis of Thin-Walled Open-Profile RC Beams391
- Section IV: Compression Members399
- Chapter 45. Design Procedures for Stub-Columns401
- Chapter 46. Inelastic Bifurcation Analysis of Locally Buckled Channel Columns409
- Chapter 47. Stability and Bracing of Thin-Walled Columns417
- Chapter 48. Influences of Welding Imperfections on Buckling/Ultimate Strength of Ship Bottom Plating425
- Chapter 49. Post-Ultimate Behaviour of Stiffened Panels Subjected to Axial Compression433
- Chapter 50. Strength and Ductility of Steel Stiffened Plates under Cyclic Loading441
- Chapter 51. Thin Plates Subjected to Uniformly Varying Edge-Displacements449
- Section V: Analysis and Design459
- Chapter 52. Geometric Nonlinear Analysis of Diaphragm-Braced C-Purlins461
- Chapter 53. A Rectangular Plate Element for Ultimate Strength Analysis469
- Chapter 54. General Solution for C-Shaped Bellows Overall-Bending Problems481
- Chapter 55. Advanced Inelastic Analysis of Thin-Walled Core-Braced Frames485
- Chapter 56. Investigation of Collapsed Rack Storage Systems493
- Chapter 57. Natural Frequencies and Mode Shapes of Thin-Walled Members under In-Plane Forces501
- Chapter 58. Non-linear Dynamic Analysis of Thin-Walled Tapered Towers with Concentrated Masses509
- Chapter 59. Optimal Design of Piecewise-Constant Thickness Circular Plates for Minimax Axisymmetric517
- Chapter 60. Analysis with Non-Orthogonal Functions for Anisotropic Shells527
- Chapter 61. Transformations of Displacement and Force Quantities Between Systems of Axes and Genetic535
- Chapter 62. Numerical Modelling of Extended Endplate and Composite Flush Endplate Connections543
- Chapter 63. A Simple Nonlinear Frame Element and its Application to Postbuckling Analysis553
- Section VI: Perforated Members561
- Chapter 64. Design of Perforated Plates under In-Plane Compression563
- Chapter 65. Study on the Effect of Symmetrical Openings on the Ultimate Capacity of Lipped Channels571
- Chapter 66. Tension Buckling of Plates Having a Hole under Combined Loadings579
- Chapter 67. Ultimate Strength of Cylindrical Tubular Columns with Circular Perforation587
- Chapter 89. Cyclic Loading Test of Steel Octagonal Section Pier Models779
- Chapter 93. Elasto-Plastic Instability of Steel Compression Tubular Members Subjected to Cyclically809
- Section VII: Shells and Pressure Vessels595
- Chapter 68. The Buckling Behaviour of Horizontal Storage Vessels - Experiments and Codes597
- Chapter 69. Buckling Strength of T-Section Transition Ringbeams in Elevated Steel Silos and Tanks605
- Chapter 70. Cylindrical Shells Subjected to Vertical Edge Deformation and Internal Pressure613
- Chapter 71. Inelastic Buckling of a Layered Conical Shell621
- Chapter 72. Modelling Methodologies with Beam Finite Elements for Collapse Analysis of Tubular Membe629
- Chapter 73. Nonlinear Vibration and Dynamic Instability of Thin Shallow Conical Shells639
- Chapter 74. Evaluation of the Principal Stresses in a Deaerator Vessel of a Thermoelectric Power Pla647
- Chapter 75. Strength of Reticulated Shells Designed by Second-Order Elastic Analysis655
- Chapter 76. Stresses in Elastic Cylindrical Shells under Wind Load663
- Chapter 77. The Influence of Weld-Induced Residual Stresses on the Buckling of Cylindrical Thin-Wall671
- Chapter 78. Bending Effects on Instabilities of Internally Pressurised Tubes Modelled by a Nonlocal679
- Section VIII: Shear and Bending687
- Chapter 79. An Experimental Study of Viscoplasticity-Creep Interaction of Thin-Walled Tubes under Pu689
- Chapter 80. Dynamic Equilibriums of Nonprismatic Thin-Walled Beams Considering the Effects of Transv697
- Chapter 81. Lateral Buckling Capacities of Thin-Walled Monosymmetric I-Beams705
- Chapter 82. Post Buckling Deformations of Rectangular Hollow Sections in Bending713
- Chapter 83. A Unified Method for Calculating Shear Stresses in Thin-Walled Sections723
- Chapter 84. Influence of Shear Buckling on the Ductility of Steel Members733
- Chapter 85. Qualities and Use of Beams with Expanded Metal741
- Section IX: Tubular Members and Bridge Piers751
- Chapter 86. Blast Loading of Offshore Structural Members Using Novel Experimental Techniques753
- Chapter 87. Lateral (Diametral) Crushing of Steel Circular Cylindrical Tubes, Welded to the Platens761
- Chapter 88. Quasi-Static Axial Compression of Thin-Walled Circular Metal Tubes Including Effects of771
- Chapter 90. Elasto-Plastic Behavior of Steel-Pipe Pier Models under Lateral Cyclic Loading787
- Chapter 91. Experimental Study on Elasto-Plastic Dynamic Behavior of Steel-Pipe Pier Models795
- Chapter 92. On Plasticity Models for Analysis of Bridge Box Pier with Round Corners under Cyclic Loa803
- Author Index817
- Keyword Index821
Book details
- Vendor Elsevier S & T
- SKU 9780080430034
- ISBN-13 9780080552057
- Author Richard Liew, J.Y.; Thevendran, V.; Shanmugam, N.E.
- Category Technology & Engineering
- Subject Engineering (General)
Do you have questions about this book?
Thin-plated structures are used extensively in building construction, automobile, aircraft, shipbuilding and other industries because of a number of favourable factors such as high strength-weight ratio, development of new materials and processes and the availability of efficient analytical methods. This class of structure is made by joining thin plates together at their edges and they rely for their rigidity and strength upon the tremendous stiffness and load-carrying capacity of the flat plates from which they are made. Many of the problems encountered in these structures arise because of the effects of local buckling. The knowledge of various facets of this phenomenon has increased dramatically since the 1960s. Problem areas which were hitherto either too complex for rigorous analysis or whose subtleties were not fully realized have in these years been subjected to intensive study. Great advances have been made in the areas of inelastic buckling. The growth in use of lightweight strong materials, such as fibre-reinforced plastics has also been a contributory factor towards the need for advances in the knowledge of the far post-buckling range. The conference is a sequel to the international conference organised by the University of Strathclyde in December 1996 and this international gathering will provide the opportunity for discussion of recent developments and trends in design of thin-walled structures.
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