Structural Failure and Plasticity: IMPLAST 2000<br>4-6 October 2000, Melbourne, Australia

Zhao, X.L.; Grzebieta, R.H.

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Table of contents
  • Contentsxi
  • Prefacev
  • International Scientific Advisory Committeevi
  • Local Organising Committeevii
  • Reviewersviii
  • Part 1: Keynote Papers1
  • Chapter 1. IMPLAST Symposia and Large Deformations- A Perspective3
  • Chapter 2. Buckling of Thin Plates and Thin-Plate Members- Some Points of Interest21
  • Chapter 3. Failure Predictions of Thin-Walled Steel Structures under Cyclic Loading43
  • Part 2: Impact Loading53
  • Chapter 4. On the Criteria for Cracking and Rupture of Ductile Plates under Impact Loading55
  • Chapter 5. Dynamic Behavior of Elastic-Plastic Beam-on-Foundation under Impact or Pulse Loading61
  • Chapter 6. Load Deformation of Thin Tubular Beam under Impact Load67
  • Chapter 7. Normal Impact of Spherical Balls on Metallic Plates73
  • Chapter 8. Impact Performance and Safety of Steel Highway Guard Fences79
  • Chapter 9. Impact Behavior of Shear Failure Type RC Beams87
  • Chapter 11. Nonlinear Dynamic Response Design and Control Optimization of Flexible Mechanical System93
  • Chapter 12. Influence of Impact Loads on the Behavior at Alternative Bending over Pulleys of Steel W99
  • Chapter 13. Dynamic Actions on Highway Bridge Decks due to an Irregular Pavement Surface103
  • Chapter 14. Elastic-Viscoplastic-Microdamage Modeling to Simulate Hypervelocity Projectile-Target Im109
  • Chapter 15. Experimental and Numerical Studies of Projectile Perforation in Concrete Targets115
  • Chapter 16. Prototype Impact Tests on Ultimate Impact Resistance of PC Rock-Shed121
  • Chapter 17. Penetration Equations for the Impact of 7.62 mm Ball Projectile against Composite Materi127
  • Chapter 18. High Strength Concrete Beams Subjected to Impact Load- Some Experimental Results133
  • Chapter 19. Impact Response of a Laminated Cylindrical Composite Shell Panel139
  • Chapter 20. Dynamic Testing of Energy Absorber System for Aircraft Arrester145
  • Chapter 21. Characteristics of Crater Formed under Ultra-high Velocity Impact151
  • Chapter 22. Diagnostic Techniques for High Speed Events157
  • Chapter 23. Shock Test and Stress Analysis of a Heavy Metal Forge165
  • Part 3: Blast/Shock Loading171
  • Chapter 24. Air Blast Simulations using Multi-Material Eulerian/Lagrangian Techniques173
  • Chapter 25. Damage Evaluation of Structures Subjected to the Effects of Underground Explosions179
  • Chapter 26. An Investigation of Structures subjected to Blast Loads incorporating an Equation of Sta185
  • Chapter 27. An UNDEX Response Validation Methodology195
  • Chapter 28. The Effects of Local Cavitation and Diffraction on the Underwater Shock Response of an A201
  • Chapter 29. Ductile Failure of Welded Connections to Corrugated Firewalls subjected to Blast Loading209
  • Chapter 30. Design Criteria for Blast Tolerant Bulkheads217
  • Chapter 31. The Ballistic Impact of Hybrid Armour Systems223
  • Chapter 32. Large Scale Blast Analysis of Reinforced Concrete with Advanced Constitutive Models on H229
  • Chapter 33. Fracture Mechanism of Pre-split Blasting235
  • Chapter 34. Evaluation of Energy Absorption System for Intense Shock Mitigation241
  • Chapter 35. Blast Damage Effects of an Explosion of 5 ton TNT Kept in Storage Magazine247
  • Chapter 36. Evaluation of Damage and TNT Equivalent of Ammunition, Explosive and Pyrotechnics255
  • Chapter 37. New Approach to Street Architecture to Reduce the Effects of Blast Waves in Urban Enviro261
  • Chapter 38. Generation and Measurement of High Stresses under Shock Hugoniots267
  • Chapter 39. Dynamic Response of Model Reactor Structure subjected to Internal Blast Loads275
  • Chapter 40. Spallation of Explosively Clad Metal Plates281
  • Chapter 41. Stress and Strain Magnification Effects in Structural Joints under Shock Loading287
  • Chapter 42. Numerical Methods in Underwater Shock Simulations295
  • Chapter 43. Reinforced Masonry Walls under Blast Loading301
  • Part 4: Crashworthiness309
  • Chapter 44. Plastic Collapse Mechanisms of Lifeguards for the Class 465 EMU Bogies311
  • Chapter 45. Application of Multibody Dynamics for Simulating Vehicle Impacts on Steel Safety Guardra319
  • Chapter 46. A Large-Deflection Design Technique for the Collapse and Roll-over Analysis of Thin-Wall325
  • Chapter 47. A Method of Estimating Velocity in a Car Crash333
  • Chapter 48. Dynamic Characteristics of Bicycle Helmets339
  • Chapter 49. Crash and High Velocity Impact Simulation Methodologies for Aircraft Structures345
  • Chapter 50. Design for Crash Safety in Mine Shafts353
  • Chapter 51. Comparison of Different Car Front Structures under Nonaxial Impacts361
  • Chapter 52. Impact Attenuation of Frontal Protection Systems in Passenger Vehicles367
  • Part 5: Tubular/Shell Structures373
  • Chapter 53. Unified Theory for Collapse of Thin Rectangular Tubes under Compression375
  • Chapter 54. Stress-Strain Relationship for Confined Concrete in Various Shapes of Concrete-Filled St381
  • Chapter 55. Experimental Behaviour of Internally-Pressurized Cone-Cylinder Intersections389
  • Chapter 56. FEM Analysis of Buckling of Thin-Walled Tubes under Dynamic Loading395
  • Chapter 57. Axial Crushing of Aluminum Columns with Aluminum Foam Filler401
  • Chapter 58. Failure Mechanism and Behavior of Thin-Walled Reinforced Concrete Barrels under Lateral407
  • Chapter 59. Crushing Behaviour of Composite Domes and Conical Shells under Axial Compression413
  • Chapter 60. The Influence of Residual Stresses in the Vicinity of Circumferential Weld-Induced Imper419
  • Chapter 61. Improved Marshall Strut Element to Predict the Ultimate Strength of Braced Tubular Steel425
  • Chapter 62. The Aseismatic Behaviour of High Strength Concrete Filled Steel Tube431
  • Chapter 63. Stub-Column Failure Test of Welded Box Steel Section under Axial Compressive Loading437
  • Chapter 64. Strength and Ductility of Concrete Filled Double Skin Square Hollow Sections443
  • Chapter 65. The Quasi-Static Piercing of Square Tubes451
  • Chapter 66. The Splitting of Square Tubes457
  • Chapter 67. Strength and Ductility of Concrete-Filled Circular Compact Steel Tubes under Large Defor463
  • Part 6: Connections471
  • Chapter 68. Finite Element Modelling of Bolted Flange Connections473
  • Chapter 69. Experimental Behaviour of Moment Connections between Concrete Filled Steel Tubes and Str479
  • Chapter 70. Strength and Ductility of Bolted Connections in Normal and High Strength Steels487
  • Chapter 71. Evaluation of Beam-to-Column Connections with Weld Defects based on CTOD Design Curve Ap495
  • Chapter 72. Simulation of Fracture Failure of Steel Beam-to-Column Connections501
  • Chapter 73. Failure Analysis of Bolted Steel Flanges507
  • Chapter 74. Ultimate Capacity of Bolted Semi-Rigid Connections to the Column Minor Axis513
  • Part 7: Buckling519
  • Chapter 75. The Effects of Fabrication on the Buckling of Thin-Walled Steel Box Sections521
  • Chapter 76. Inelastic Dynamic Instabilities of Steel Columns527
  • Chapter 77. Plastic Buckling of Circular Sandwich Plates533
  • Chapter 78. Buckling Instability of a Curved-Straight Pipe Configuration Conveying Fluid539
  • Chapter 79. Axial Crushing of Frusta between Two Parallel Plates545
  • Chapter 80. Strength Analysis of Buckled Thin-Walled Composite Cylindrical Shell with Hydrostatic Lo551
  • Chapter 81. Imperfection Sensitivity Function in Dynamic Response and Failure of 1-D Plastic Structu557
  • Chapter 82. Straightening Effects of Steel I-beams Failed by Lateral-Torsional Buckling563
  • Part 8: Ductility/Constitutive Models569
  • Chapter 83. Investigation of Damage Accumulation using Equal Channel Angular Extrusion/Drawing571
  • Chapter 84. A Simplified Constitutive Model for Steel Material under Cyclic Loading Conditions579
  • Chapter 85. Acceleration Waves and Dynamic Material Instability in Constitutive Relations for Finite585
  • Chapter 86. Plastic Deformation and Creep of Polymer Concrete with Polybutadiene Matrix591
  • Chapter 87. Study of Influence of Loading Method on Results of the Split Hopkinson Bar Test597
  • Chapter 88. Enhanced Ductility of Copper under Large Strain Rates603
  • Chapter 89. Kinematics of Large Deformations and Objective Eulerian Rates609
  • Chapter 90. A Study of the Large Deformation Mechanisms of Weft-Knitted Thermoplastic Textile Compos615
  • Part 9: Fire Loading621
  • Chapter 91. Nonlinear Analysis of Three-Dimensional Steel Truss in Fire623
  • Chapter 92. Modelling of Plastic Strength of Composite Tubular Members under Elevated Temperature Co629
  • Chapter 93. The Experimental and Theoretical Behaviour of Composite Floor Slabs during a Fire635
  • Chapter 94. Thermal Contact Resistance at the Concrete/Steel Interface of Concrete-Filled Steel Colu641
  • Chapter 95. Mathematical Model for the Prediction of Temperature Response of Steel Columns Filled wi647
  • Chapter 96. Non-elastic Load Capacity of Compressed Steel Truss Member during Fire653
  • Chapter 97. Fire Resistance of Concrete Filled Steel Tubular Beam-Columns in China - State of the Ar659
  • Part 10: Earthquake Loading665
  • Chapter 98. Experimental Study on Steel Bridge Piers with Inner Cruciform Plates subjected to Cyclic667
  • Chapter 99. Evaluation of Steel Roof Diaphragrn Side-Lap Connections subjected to Seismic Loading673
  • Chapter 100. Low Cycle Fatigue of Concrete Filled Steel Tube Members679
  • Chapter 101. The Importance of Further Studies on the Capacity Evaluation of Concrete-Filled Steel T685
  • Chapter 102. Design of Large Bridge over the Matchesta River in Seismic Zone691
  • Part 11: Fracture/Fatigue697
  • Chapter 103. Tensile Fracture Behaviour of Thin G550 Sheet Steels699
  • Chapter 104. Fatigue Strength Properties of Stainless Clad Steel705
  • Chapter 105. Testing of Welded T-Joint with Fatigue Cracks and Comparison with Failure Assessment Di711
  • Chapter 106. Crack Surface Contact under Alternating Plasticity717
  • Chapter 107. Modelling of the Cyclic Ratchetting and Mean Stress Relaxation Behaviour of Materials E723
  • Chapter 108. Influence of Specimen and Maximum Aggregate Size on Concrete Brittle Fracture729
  • Chapter 109. Fatigue Design of Welded Very Thin-Walled Tube-to-Plate Joints using the Classification735
  • Chapter 110. Cosserat and Non-local Continuum Models for Problems of Wave Propagation in Fractured M741
  • Chapter 111. Dynamic Tensile Deformation and Fracture of Metal Cylinders at High Strain Rate747
  • Chapter 112. Energy Balance in Dynamic Brittle Rock Failure753
  • Chapter 113. Stress Intensity Factors for Tubular T-Joints with a Curved Surface Crack759
  • Chapter 114. Effect of the Environment and Corrosion on the Fatigue Life of a Simulated Aircraft Str765
  • Part 12: Numerical Simulation773
  • Chapter 115. Plastic Instability Simulation of Steel in Tension775
  • Chapter 116. Several Practical Criteria for Nonlinear Dynamic Stability of Lattice Structures781
  • Chapter 117. Snap-Through Analysis of Toggle Frame using the Software Package, NIDA, by 1 Element pe787
  • Chapter 118. Second-Order Inelastic Analysis of Steel Gable Frames Comprising Tapered Members795
  • Chapter 119. A Parallel Three-Dimensional Elasto-Plastic Finite Element Analysis in a Workstation Cl801
  • Chapter 120. Limit Analysis of Cylindrical Shells subjected to Ring Load- A Comparative Study betwee807
  • Chapter 121. Finite Element Simulation of Deep Drawing of Laminated Steel813
  • Chapter 122. Analytical Solution for Semi-Infinite Body subjected to 3D Moving Heat Source and its A819
  • Chapter 123. Pseudorigidity Method (PRM) for Solving the Problem of Limit Equilibrium of Rigid-Plast827
  • Chapter 124. Damage Identification and Restoration of Space Frame using Genetic Algorithm833
  • Chapter 125. Simulation of the Hysteretic Behavior of RC Columns with Footings839
  • Chapter 126. An Analytical Method for Analysis of Curved Pair Members tied with Struts845
  • Chapter 127. Numerical Analysis and Simulation for Cold Extrusion851
  • Part 13: General Structures857
  • Chapter 128. Experimental Analysis on Key Components of Steel Storage Pallet Racking Systems859
  • Chapter 129. Response of Large Space Building Floors to Dynamic Loads which Suddenly Move to a New P865
  • Chapter 130. Effects of Cables on the Behavior of I-Section Arches871
  • Chapter 131. Shakedown of Three Layered Pavements877
  • Chapter 132. Laser Application to Surface Deformation and Material Failure883
  • Author Index889
Book details
  • Vendor Elsevier S & T
  • SKU 9780080438757
  • ISBN-13 9780080551265
  • Author Zhao, X.L.; Grzebieta, R.H.
  • Category Technology & Engineering
  • Subject Mechanical

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As mankind continues to push back the boundaries and begins to explore other worlds and the ocean depths, a thorough understanding of how structures behave when subjected to extremes in temperature, pressure, and high loading rates will be essential. This symposium provided the perfect forum for presenting research into structures subjected to such extreme loads. There were a large number of papers presented under topics of impact, blast and shock loading, indicating a strong research interest in high rates of loading. Similarly new topics have been added to the traditional symposium list such as fire loading, earthquake loading, and fatigue and connection failures. It is clear now that fundamental knowledge of plastic deformation of structures to various extreme loads is coming of age. Each full paper was peer reviewed by at least two experts in the field.