Thin-Walled Structures - Advances and Developments
Zaras, J.; Kowal-Michalska, K.; Rhodes, J.
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Table of contents
- THIN-WALLED STRUCTURES: ADVANCES AND DEVELOPMENTSiii
- Copyright Pageiv
- Contentsix
- Prefacevii
- Section I: KEYNOTE PAPERS1
- Chapter 1. Shear Strength of Empty and Infilled Cassettes3
- Chapter 2. Stability and Ductility of Thin High Strength G550 Steel Members and Connections19
- Chapter 3. Thin-Walled Structural Elements Containing Openings37
- Chapter 4. Sensitivity Analysis of Thin-Walled Members, Problems and Applications53
- Chapter 5. Some Observations on the Post-Buckling Behaviour of Thin Plates and Thin-Walled Members69
- Section II: ANALYSIS, DESIGN AND MANUFACTURE85
- Chapter 6. Residual Stresses in Unstiffened Plate Specimens87
- Chapter 7. Behaviour and Design of Valley-Fixed Steel Cladding Systems95
- Chapter 8. Behaviour of Flexible Thin-Walled Steel Structures for Road and Railway Applications103
- Chapter 9. A Simplified Computation Model for Arch-Shaped Corrugated Shell Roof109
- Chapter 10. Fabrication Accuracy and Cost of Thin-Walled Steel Plate Girders in Shop Assembling119
- Section III: BRIDGE STRUCTURES127
- Chapter 11. Web Breathing as a Fatigue Problem in Bridge Design129
- Chapter 12. Erosion of the Post-Buckled Reserve of Strength of Thin-Walled Structures due to Cumulat137
- Chapter 13. Evaluation of Strength and Ductility Capacities for Steel Plates in Cyclic Shear145
- Chapter 14. A Rational Model for the Elastic Restrained Distortional Buckling of Half-Through Girder153
- Chapter 15. Instability Testing of Steel Plate Girders with Holded Webs161
- Section IV: COLD-FORMED SECTIONS169
- Chapter 16. Modelling of the Behaviour of a Thin-Walled Channel Section Using Beam Finite Elements171
- Chapter 17. Codification of Imperfections for Advanced Finite Analysis of Cold-Formed Steel Members179
- Chapter 18. Innovative Cold-Formed Steel Structure for Restructuring of Existing RC or Masonry Build187
- Chapter 19. EC.3-Annex Z Based Method for the Calibration of (α) Generalized Imperfection Factor in195
- Chapter 20. Design Aspects of Cold-Formed Portal Frames203
- Chapter 21. Local Buckling and Effective Width of Thin-Walled Stainless Steel Members209
- Chapter 22. Bifurcation Experiments on Locally Buckled Z-section Columns217
- Chapter 23. Buckling Load Capacity of Stainless Steel Columns Subject to Concentric and Eccentric Lo225
- Chapter 24. Experimental Behavior of Pallet Racks and Components233
- Chapter 25. Structural Behaviour of Cold-Formed Steel Header Beams241
- Chapter 26. Compression Tests of Thin-Walled Lipped Channels with Return Lips249
- Chapter 27. Experimental Investigation of Stainless Steel Circular Hollow Section Columns257
- Section V: COMPOSITES267
- Chapter 28. A Model for Ferrocement Thin Walled Sructures269
- Chapter 29. Effects of Manufacturing Variables on the Service Reliability of Composite Structures277
- Chapter 30. Post-Failure Analysis of Thin-Walled Orthotropic Structural Members285
- Chapter 31. Modal Coupled Instabilities of Thin-Walled Composite Plate and Shell Structures293
- Chapter 32. Induced Strain Actuation and its Application to Buckling Control in Smart Composite Stru301
- Chapter 33. Failure Analysis of FRP Panels with a Cut-out Under Static and Cyclic Load313
- Chapter 34. Some New Applications of the Theory of Thin-Walled Bars321
- Chapter 35. Buckling Behaviour of Thin-Walled Composite Columns Using Generalised Beam Theory329
- Chapter 36. Shear Connection Between Concrete and Thin Steel Plates in Double Skin Composite Constru339
- Section VI: DYNAMIC LOADING (CYCLIC, IMPACT AND VIBRATION)347
- Chapter 37. Regular and Chaotic Behaviour of Flexible Plates349
- Chapter 38. Seismic Performance of Arc-Spot Weld Deck-to-Frame Connections357
- Chapter 39. Dynamic Buckling and Collapse of Rectangular Plates Under Intermediate Velocity Impact365
- Chapter 40. Structural Optimization of Thin Shells Under Dynamic Loads373
- Chapter 41. Vibrations of Compressed Sandwich Bars381
- Chapter 42. Numerical Simulation of Damaged Steel Pier Using Hybrid Dynamic Response Analysis391
- Chapter 43. Cyclic Response of Metal-Clad Wood-Framed Shear Walls399
- Chapter 44. Vibration of Imperfect Structures407
- Section VII: FINITE ELEMENT ANALYSIS415
- Chapter 45. The Finite Element Method for Thin-Walled Members - Basic Principles417
- Chapter 46. Nonlinear Analysis of Locally Buckled I-Section Steel Beam-Columns427
- Chapter 47. The Finite Element Method for Thin-Walled Members - Applications437
- Chapter 48. Finite Element Methods for the Analysis of Thin-Walled Tubular Sections Undergoing Plast449
- Chapter 49. On Finite Element Mesh for Buckling Analysis of Steel Bridge Pier459
- Section VIII: LAMINATE AND SANDWICH STRUCTURES467
- Chapter 50. The Elasto-Plastic Postbuckling Behaviour of Laminated Plates Subjected to Combined Load469
- Chapter 51. Axial Post-Buckling of Thin Orthotropic Cylindrical Shells with Foam Core477
- Chapter 52. Nonlinear Stability Problem of an Elastic-Plastic Sandwich Cylindrical Shell Under Combi483
- Chapter 53. Buckling Analysis of Multilayered Angle-Ply Composite Plates491
- Chapter 54. Optimum Design for Laminated Panel with Cutout: The Genetic Algorithm Approach499
- Chapter 55. The Effect of Membrane-Flexural Coupling on the Compressive Stability of Anti-Symmetric507
- Chapter 56. Homogeneous and Sandwich Elastic and Viscoelastic Annular Plates Under Lateral Variable515
- Chapter 57. Local Buckling Behaviour of Sandwich Panels523
- Section IX: OPTIMIZATION AND SENSITIVITY ANALYSIS531
- Chapter 58. Optimal Design of Steel Telecommunication Towers by Interior Point Algorithms for Non-Li533
- Chapter 59. Design Optimisation of Shell Structures with Dimensional Analysis Resources541
- Chapter 60. Vector Optimization of Stiffened Plates Subjected to Axial Compression Load Using the Ca549
- Chapter 61. Bicriteria Optimization of Sandwich Cylindrical Panels Aided by Expert System559
- Chapter 62. Shaping of Open Cross Section of the Thin-Walled Beam with Flat Web and Multiplate Flang567
- Chapter 63. Two-Criteria Optimization of Thin-Walled Beams-Columns Under Compression and Bending575
- Chapter 64.Optimization of Volume for Composite Plated and Shell Structures585
- Chapter 65. Sensitivity Analysis of Structures Made of Thin-Walled Σ-Profiles593
- Section X: PLATE STRUCTURES601
- Chapter 66. Buckling Loads of Variable Thickness Plates603
- Chapter 67. Buckling and Post-Buckling Behavior of Plates on a Tensionless Elastic Foundation611
- Chapter 68. Degree of Wall Joint Work Together with Stiffening Rib in Steel Bunker619
- Chapter 69. Pure Distortional Buckling of Closed Cross-Section Columns623
- Chapter 70. Elasto-Plastic Large Deflection of Uniformly Loaded Sector Plates631
- Section XI: SHELL STRUCTURES641
- Chapter 71. Validation of Analytical Lower Bounds for the Imperfection Sensitive Buckling of Axially643
- Chapter 72.On the Analysis of Cylindrical Tubes Under Flexure653
- Chapter 73. Buckling of Aboveground Storage Tanks with Conical Roof661
- Chapter 74. On the Collapse of a Reinforced Concrete Digester Tank669
- Chapter 75. Closed Cylindrical Shell Under Longitudinal Self-Balanced Loading677
- Chapter 76. Coupled Instability of Cylindrical Shells Stiffened with Thin Ribs (Theoretical Models a683
- Chapter 77. Instability Modes of Stiffened Cylindrical Shells693
- Chapter 78. Refined Strain Energy of the Shell701
- Chapter 79. Numerical and Experimental Studies on Generalised Elliptical Barrelled Shells Subjected709
- Section XII: ULTIMATE LOAD CAPACITY717
- Chapter 80. Experimental Techniques for Testing Unstiffened Plates in Compression and Bending719
- Chapter 81. Effects of Anchoring Tensile Stresses in Axially Loaded Plates and Sections729
- Chapter 82. A Probabilistic Approach to the Limit State of Centrally Loaded Thin-Walled Columns739
- Chapter 83. Rotational Capacity of I-Shaped Aluminium Beams: A Numerical Study747
- Author Index757
- Keyword Index759
Book details
- Vendor Elsevier S & T
- SKU 9780080439556
- ISBN-13 9780080551708
- Author Zaras, J.; Kowal-Michalska, K.; Rhodes, J.
- Category Technology & Engineering
- Subject Engineering (General)
Do you have questions about this book?
This volume contains the papers presented at the Third International Conference on Thin-Walled Structures, Cracow, Poland on June 5-7, 2001.
There has been a substantial growth in knowledge in the field of Thin-Walled Structures over the past few decades. Lightweight structures are in widespread use in the Civil Engineering, Mechanical Engineering, Aeronautical, Automobile, Chemical and Offshore Engineering fields. The development of new processes, new methods of connections, new materials has gone hand-in-hand with the evolution of advanced analytical methods suitable for dealing with the increasing complexity of the design work involved in ensuring safety and confidence in the finished products.
Of particular importance with regard to the analytical process is the growth in use of the finite element method. This method, about 40 years ago, was confined to rather specialist use, mainly in the aeronautical field, because of its requirements for substantial calculation capacity. The development over recent years of extremely powerful microcomputers has ensured that the application of the finite element method is now possible for problems in all fields of engineering, and a variety of finite element packages have been developed to enhance the ease of use and the availability of the method in the engineering design process.
There has been a substantial growth in knowledge in the field of Thin-Walled Structures over the past few decades. Lightweight structures are in widespread use in the Civil Engineering, Mechanical Engineering, Aeronautical, Automobile, Chemical and Offshore Engineering fields. The development of new processes, new methods of connections, new materials has gone hand-in-hand with the evolution of advanced analytical methods suitable for dealing with the increasing complexity of the design work involved in ensuring safety and confidence in the finished products.
Of particular importance with regard to the analytical process is the growth in use of the finite element method. This method, about 40 years ago, was confined to rather specialist use, mainly in the aeronautical field, because of its requirements for substantial calculation capacity. The development over recent years of extremely powerful microcomputers has ensured that the application of the finite element method is now possible for problems in all fields of engineering, and a variety of finite element packages have been developed to enhance the ease of use and the availability of the method in the engineering design process.
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