This completed downloadable of Tubular Structures XVI : Proceedings of the 16th International Symposium for Tubular Structures (ISTS 2017) December 4-6, 2017, Melbourne, Australia 1st Edition Amin Heidarpour
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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:
- Publications of previous international symposia on tubular structures
- Organization
- Acknowledgements
- ISTS Kurobane lecture
- Fatigue of hollow section structures—Current research and developments
- Architecture, applications and case studies
- A walking tour of Melbourne tubular structures
- The grandstand roof of the Olympic stadium in Berlin
- Preliminary report for the damaged tubular structures after the 2016 Kumamoto earthquakes
- Composite tubular structures
- Analytical behavior of square CFST short beam-columns under sustained load and chloride corrosion
- Parametric study on the flexural behaviour of circular rubberized concrete-filled steel tubes
- Capacity of high strength square hollow section steel tube filled with concrete and hardwood timber
- Eccentric compressive behavior of concrete-filled double skin steel tubes with dodecagonal section
- Rubberised concrete-filled double-skin circular tubes under axial compression
- Rubberised concrete-filled double-skin square tubes under axial compression
- Effect of using steel corner tubes on the static compressive and cyclic behavior of concrete-filled double-skin fabricated columns
- Experimental investigation of concrete-filled lean duplex stainless steel RHS stub columns
- Thermal in-plane buckling of concrete-filled steel tubular arches
- Experimental investigation of concrete-filled cold-formed steel elliptical stub columns
- Structural performance of concrete-filled double skin tubular beams with eccentric inner tubes
- Connections
- A three-parameter power model for blind bolted connection with a concrete-filled steel tube
- Tests of concrete-filled high strength steel tubular X-joints under compression
- Behavior of extended endplate connections between RHS column and H beam using slip-critical blind bolts
- An experimental and numerical study of flange plate reinforcements on a square hollow section T joint in compression
- 3D component method for welded tubular T joints
- RHS X-connections near an open chord end
- Effect of chord tensile stress on the capacity of RHS K joints with gap in real girders
- Experimental evaluation of moment-rotation response of an innovative modular beam-to-fabricated column connection
- Influence of chord wall interaction on stress concentrations of square bird-beak SHS X-joints
- Punching shear behaviour and design of an innovative connection between steel tubular column to flat concrete slab
- Laser tube cutting—Comparison of new types of K-joints and their SCF with standard solutions
- High strength steel tubular X-joints—an experimental insight under axial compression
- Contributions of welded web to rotational stiffness and bending moment capacity of ‘I beam-RHS column’ joints
- Application of the component method to bolted endplate composite beam-to-CFST column joints
- Engineering approaches to estimate effective notch stresses for welded circular hollow section joints
- Numerical analysis of concrete-encased tubular base connections
- Damage analysis of doubler plate reinforced T-joints under uniaxial tensile load based on stress triaxiality
- Strength estimation of CHS column to H-beam connections stiffened by exterior diaphragms
- Effect of reinforcement on punching shear strength in embedded column base connections
- Axial compressive strength of CHS T-joints reinforced with external stiffening rings
- Compressive strength of square hollow section T-joints reinforced with novel collar-plate
- Extreme loading
- Post-fire behavior of cold-formed ultra-high strength steel tubular stub columns
- Eurocode 4 based method for the fire design of concrete-filled steel tubular columns
- Thermal behavior of connections between concrete-filled steel tubular columns and slim-floors subjected to fire
- Behaviour and design of a continuous concrete-filled steel tubular column in fire for a multi-storey building
- Behavior of T and X joints of elliptical hollow sections at both ambient and high temperatures
- Behaviour of hexagonal concrete-encased CFST columns under cyclic bending
- Cyclically strained grade 800 and 1200 steel tube materials
- Behaviour of double headed anchored blind bolt under cyclic loading
- Experimental testing of tube-based seismic collar connections under cyclic loads
- Cumulative damage of notched specimens with brittle fracture under cyclic loading
- Cyclic loading on cold-formed SHS stub columns
- Numerical modelling of FRP-concrete-steel double-skin tubular columns under blast loading
- Rate and temperature dependent relations for CFSTs subject to post-impact fire conditions
- CFRP-wrapped hollow steel tubes under axial impact loading
- FE modeling of FRP strengthened CHS members subjected to lateral impact
- Experimental study on anti-impact performance of RHST and PCFST columns under lateral impact
- Fatigue
- Fatigue crack in an unloaded brace
- Multiaxial loading of RHS by wheel loads
- Fatigue behavior of CFDST chord to CHS brace T-joints
- Investigation on stress concentration factor in concrete-filled steel tubular T-joints under out-of-plane bending moment
- Fatigue behavior of diamond bird-beak T-joints and design recommendations
- Numerical modelling
- Partial interaction analysis of multi-component members with the D-GBT approach
- Direct strength prediction of innovative corrugated columns
- Numerical investigation on static strength of CHS X-joints using S700 and S900 steel
- FE modeling techniques for hot spot stress analysis of diamond bird-beak SHS joints
- Numerical investigation into the behaviour of HSS beam-columns strengthened using CFRP plates
- Elliptical hollow steel cantilever members under ELCF load along major axis using finite element analysis
- Stainless and high strength steel structures
- Design of stainless steel CHS beam-columns
- Design of ferritic stainless steel tubular sections subjected to concentrated bearing load
- Structural behaviour of stainless steel tubular columns
- Experimental study for the effect of fabrication process on strength of high strength steel box column
- Strength and ductility predictions of stiffened box sectional columns made of high strength steel
- Tubular sections and members
- Experimental study on cold-formed steel semi-oval hollow section columns
- On the post-buckling behaviour and imperfection sensitivity of regular convex polygonal columns
- Structural behaviour of octagonal tubular steel stub columns under uniaxial compression
- Residual stress distribution in cold-rolled curved steel rectangular hollow sections
- Experimental study on the compressive behavior of circular steel tube confined UHPC columns
- Buckling of multiple outside geometry (MOG) hollow sections
- Identification of parameters for continuum damage mechanics of ductile damage evolution of cold formed Grade C450 steel rectangular hollow sections
- Predicted behaviour of cold formed Grade C450 rectangular hollow sections under tensile or compression loads
- Leak-before-break (LBB) analysis and failure processes for small-diameter cast iron pipes
- Circular hollow section joint fabrication using laser cutting technology: Tolerance assessment
- Propagation of buckling mechanisms of pipe-in-pipe systems under external pressure
- Welding
- Behavior of overlapped CHS K/KK-joints with different welding situations
- Investigation of weld effective length rules for CHS X-connections
- Assessment of welded transverse plate to hollow structural section connections
- Effect of bending moment on capacity of fillet weld
- Non-uniform stress distribution at weld of CHS-CHS joint and its effect on failure mode
- Milling of intersecting contours on tubular structures to avoid structural changes of the material and meet t
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