Tubular Structures XVI : Proceedings of the 16th International Symposium for Tubular Structures (ISTS 2017) December 4-6, 2017, Melbourne, Australia 1st Edition Amin Heidarpour 1351210823 9781351210829

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Product details:

• ISBN 10: 1351210823
• ISBN 13: 9781351210829
• Author: Amin Heidarpour 

Tubular Structures XVI contains the latest scientific and engineering developments in the field of tubular steel structures, as presented at the 16th International Symposium on Tubular Structures (ISTS16, Melbourne, Australia, 4-6 December 2017). The International Symposium on Tubular Structures (ISTS) has a long-standing reputation for being the principal showcase for manufactured tubing and the prime international forum for presentation and discussion of research, developments and applications in this field. Various key and emerging subjects in the field of hollow structural sections are covered, such as: special applications and case studies, static and fatigue behaviour of connections/joints, concrete-filled and composite tubular members and offshore structures, earthquake and dynamic resistance, specification and standard developments, material properties and section forming, stainless and high-strength steel structures, fire, impact and blast response. Research and development issues presented in this topical book are applicable to buildings, bridges, offshore structures, cranes, trusses and towers. Tubular Structures XVI is thus a pertinent reference source for architects, civil and mechanical engineers, designers, steel fabricators and contractors, manufacturers of hollow sections or related construction products, trade associations involved with tubing, owners or developers of tubular structures, steel specification committees, academics and research students all around the world.

Table of contents:

1. Publications of previous international symposia on tubular structures
2. Organization
3. Acknowledgements
4. ISTS Kurobane lecture
5. Fatigue of hollow section structures—Current research and developments
6. Architecture, applications and case studies
7. A walking tour of Melbourne tubular structures
8. The grandstand roof of the Olympic stadium in Berlin
9. Preliminary report for the damaged tubular structures after the 2016 Kumamoto earthquakes
10. Composite tubular structures
11. Analytical behavior of square CFST short beam-columns under sustained load and chloride corrosion
12. Parametric study on the flexural behaviour of circular rubberized concrete-filled steel tubes
13. Capacity of high strength square hollow section steel tube filled with concrete and hardwood timber
14. Eccentric compressive behavior of concrete-filled double skin steel tubes with dodecagonal section
15. Rubberised concrete-filled double-skin circular tubes under axial compression
16. Rubberised concrete-filled double-skin square tubes under axial compression
17. Effect of using steel corner tubes on the static compressive and cyclic behavior of concrete-filled double-skin fabricated columns
18. Experimental investigation of concrete-filled lean duplex stainless steel RHS stub columns
19. Thermal in-plane buckling of concrete-filled steel tubular arches
20. Experimental investigation of concrete-filled cold-formed steel elliptical stub columns
21. Structural performance of concrete-filled double skin tubular beams with eccentric inner tubes
22. Connections
23. A three-parameter power model for blind bolted connection with a concrete-filled steel tube
24. Tests of concrete-filled high strength steel tubular X-joints under compression
25. Behavior of extended endplate connections between RHS column and H beam using slip-critical blind bolts
26. An experimental and numerical study of flange plate reinforcements on a square hollow section T joint in compression
27. 3D component method for welded tubular T joints
28. RHS X-connections near an open chord end
29. Effect of chord tensile stress on the capacity of RHS K joints with gap in real girders
30. Experimental evaluation of moment-rotation response of an innovative modular beam-to-fabricated column connection
31. Influence of chord wall interaction on stress concentrations of square bird-beak SHS X-joints
32. Punching shear behaviour and design of an innovative connection between steel tubular column to flat concrete slab
33. Laser tube cutting—Comparison of new types of K-joints and their SCF with standard solutions
34. High strength steel tubular X-joints—an experimental insight under axial compression
35. Contributions of welded web to rotational stiffness and bending moment capacity of ‘I beam-RHS column’ joints
36. Application of the component method to bolted endplate composite beam-to-CFST column joints
37. Engineering approaches to estimate effective notch stresses for welded circular hollow section joints
38. Numerical analysis of concrete-encased tubular base connections
39. Damage analysis of doubler plate reinforced T-joints under uniaxial tensile load based on stress triaxiality
40. Strength estimation of CHS column to H-beam connections stiffened by exterior diaphragms
41. Effect of reinforcement on punching shear strength in embedded column base connections
42. Axial compressive strength of CHS T-joints reinforced with external stiffening rings
43. Compressive strength of square hollow section T-joints reinforced with novel collar-plate
44. Extreme loading
45. Post-fire behavior of cold-formed ultra-high strength steel tubular stub columns
46. Eurocode 4 based method for the fire design of concrete-filled steel tubular columns
47. Thermal behavior of connections between concrete-filled steel tubular columns and slim-floors subjected to fire
48. Behaviour and design of a continuous concrete-filled steel tubular column in fire for a multi-storey building
49. Behavior of T and X joints of elliptical hollow sections at both ambient and high temperatures
50. Behaviour of hexagonal concrete-encased CFST columns under cyclic bending
51. Cyclically strained grade 800 and 1200 steel tube materials
52. Behaviour of double headed anchored blind bolt under cyclic loading
53. Experimental testing of tube-based seismic collar connections under cyclic loads
54. Cumulative damage of notched specimens with brittle fracture under cyclic loading
55. Cyclic loading on cold-formed SHS stub columns
56. Numerical modelling of FRP-concrete-steel double-skin tubular columns under blast loading
57. Rate and temperature dependent relations for CFSTs subject to post-impact fire conditions
58. CFRP-wrapped hollow steel tubes under axial impact loading
59. FE modeling of FRP strengthened CHS members subjected to lateral impact
60. Experimental study on anti-impact performance of RHST and PCFST columns under lateral impact
61. Fatigue
62. Fatigue crack in an unloaded brace
63. Multiaxial loading of RHS by wheel loads
64. Fatigue behavior of CFDST chord to CHS brace T-joints
65. Investigation on stress concentration factor in concrete-filled steel tubular T-joints under out-of-plane bending moment
66. Fatigue behavior of diamond bird-beak T-joints and design recommendations
67. Numerical modelling
68. Partial interaction analysis of multi-component members with the D-GBT approach
69. Direct strength prediction of innovative corrugated columns
70. Numerical investigation on static strength of CHS X-joints using S700 and S900 steel
71. FE modeling techniques for hot spot stress analysis of diamond bird-beak SHS joints
72. Numerical investigation into the behaviour of HSS beam-columns strengthened using CFRP plates
73. Elliptical hollow steel cantilever members under ELCF load along major axis using finite element analysis
74. Stainless and high strength steel structures
75. Design of stainless steel CHS beam-columns
76. Design of ferritic stainless steel tubular sections subjected to concentrated bearing load
77. Structural behaviour of stainless steel tubular columns
78. Experimental study for the effect of fabrication process on strength of high strength steel box column
79. Strength and ductility predictions of stiffened box sectional columns made of high strength steel
80. Tubular sections and members
81. Experimental study on cold-formed steel semi-oval hollow section columns
82. On the post-buckling behaviour and imperfection sensitivity of regular convex polygonal columns
83. Structural behaviour of octagonal tubular steel stub columns under uniaxial compression
84. Residual stress distribution in cold-rolled curved steel rectangular hollow sections
85. Experimental study on the compressive behavior of circular steel tube confined UHPC columns
86. Buckling of multiple outside geometry (MOG) hollow sections
87. Identification of parameters for continuum damage mechanics of ductile damage evolution of cold formed Grade C450 steel rectangular hollow sections
88. Predicted behaviour of cold formed Grade C450 rectangular hollow sections under tensile or compression loads
89. Leak-before-break (LBB) analysis and failure processes for small-diameter cast iron pipes
90. Circular hollow section joint fabrication using laser cutting technology: Tolerance assessment
91. Propagation of buckling mechanisms of pipe-in-pipe systems under external pressure
92. Welding
93. Behavior of overlapped CHS K/KK-joints with different welding situations
94. Investigation of weld effective length rules for CHS X-connections
95. Assessment of welded transverse plate to hollow structural section connections
96. Effect of bending moment on capacity of fillet weld
97. Non-uniform stress distribution at weld of CHS-CHS joint and its effect on failure mode
98. Milling of intersecting contours on tubular structures to avoid structural changes of the material and meet t

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