Tubular Structures XVI: Proceedings of the 16th International Symposium for Tubular Structures (Ists 2017, 4-6 December 2017, Melbourne, Austr

ISBN-13: 9780815381341 / Angielski / Twarda / 2017 / 720 str.

Amin Heidarpour; Austr Xiao-Ling Zhao (Monash University

Opis

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.

Spis treści

ISTS Kurobane lecture Fatigue of hollow section structures—Current research and developments S. Herion Architecture, applications and case studies A walking tour of Melbourne tubular structures R.H. Keays The grandstand roof of the Olympic stadium in Berlin R. Stroetmann Preliminary report for the damaged tubular structures after the 2016 Kumamoto earthquakes T. Yamanaka & K. Ochi Composite tubular structures Analytical behavior of square CFST short beam-columns under sustained load and chloride corrosion Y.-X. Hua, L.-H. Han, C.-C. Hou, J.-L. Chu & Y. Ye Parametric study on the flexural behaviour of circular rubberized concrete-filled steel tubes J.B. Chen, T.M. Chan & J.M. Castro Capacity of high strength square hollow section steel tube filled with concrete and hardwood timber H. Jiao, X.L. Zhao & T. Ghanbari Ghazijahani Eccentric compressive behavior of concrete-filled double skin steel tubes with dodecagonal section J. Wang, J. Chen & F. Xu Rubberised concrete-filled double-skin circular tubes under axial compression M. Elchalakani & A. Hosseini Rubberised concrete-filled double-skin square tubes under axial compression M. Elchalakani, A. Hosseini & C. Marshall Effect of using steel corner tubes on the static compressive and cyclic behavior of concrete-filled double-skin fabricated columns M. Farahi, A. Heidarpour, X.L. Zhao & R. Al-Mahaidi Experimental investigation of concrete-filled lean duplex stainless steel RHS stub columns B. Xing & B. Young Thermal in-plane buckling of concrete-filled steel tubular arches Y. Bouras, E. Torres-Don & Z. Vrcelj Experimental investigation of concrete-filled cold-formed steel elliptical stub columns S. Yi & B. Young Structural performance of concrete-filled double skin tubular beams with eccentric inner tubes F. Wang, B. Young & L. Gardner Connections A three-parameter power model for blind bolted connection with a concrete-filled steel tube M.A. Bradford, A. Ataei & H.R. Valipour Tests of concrete-filled high strength steel tubular X-joints under compression H.T. Li & B. Young Behavior of extended endplate connections between RHS column and H beam using slip-critical blind bolts W. Wang, M.X. Li, Y.Y. Chen & X.G. Jian An experimental and numerical study of flange plate reinforcements on a square hollow section T joint in compression L.C.B. Guerrieiro, L.R.O. de Lima, P.C.G. da S. Vellasco, A.T. da Silva & L.F. Costa-Neves 3D component method for welded tubular T joints M. Garifullin, S. Pajunen, K. Mela & M. Heinisuo RHS X-connections near an open chord end Y. Fan & J.A. Packer Effect of chord tensile stress on the capacity of RHS K joints with gap in real girders O. Fleischer & J. Wardenier Experimental evaluation of moment-rotation response of an innovative modular beam-to-fabricated column connection S.N. Sadeghi, A. Heidarpour, X.L. Zhao & R. Al-Mahaidi Influence of chord wall interaction on stress concentrations of square bird-beak SHS X-joints C. Li, B. Cheng, Q. Qian, Y. Lou & X.L. Zhao Punching shear behaviour and design of an innovative connection between steel tubular column to flat concrete slab J.L. Yu & Y.C. Wang Laser tube cutting—Comparison of new types of K-joints and their SCF with standard solutions S. Herion, O. Fleischer, J. Hrabowski, S. Raso, A. Valli, A. Mastropasqua & E. Bononi High strength steel tubular X-joints—an experimental insight under axial compression M. Pandey & B. Young Contributions of welded web to rotational stiffness and bending moment capacity of ‘I beam-RHS column’ joints M. Lozano, M.A. Serrano-Lopez, C. Lopez-Colina & Y.C. Wang Application of the component method to bolted endplate composite beam-to-CFST column joints H.T. Thai Engineering approaches to estimate effective notch stresses for welded circular hollow section joints M.R. Pradana, X. Qian & S. Swaddiwudhipong Numerical analysis of concrete-encased tubular base connections A. Albareda-Valls, J. Maristany Carreras & S.S. Zaribaf Damage analysis of doubler plate reinforced T-joints under uniaxial tensile load based on stress triaxiality W.N. Sui, Z.F. Wang, K. An & O.C. Peter Strength estimation of CHS column to H-beam connections stiffened by exterior diaphragms M. Okamoto, T. Tanaka & H. Asada Effect of reinforcement on punching shear strength in embedded column base connections K. Hirano, T. Tanaka & H. Asada Axial compressive strength of CHS T-joints reinforced with external stiffening rings L. Zhu, Y. Wei, K. Yang, Y. Bai & H.L. Sun Compressive strength of square hollow section T-joints reinforced with novel collar-plate H.F. Chang, J.W. Xia, G.H. Tian, Y.L. Qian & W. Xu Extreme loading Post-fire behavior of cold-formed ultra-high strength steel tubular stub columns F. Azhari, A. Heidarpour & X.L. Zhao Eurocode 4 based method for the fire design of concrete-filled steel tubular columns A. Espinos, V. Albero, M.L. Romero, A. Hospitaler, C. Renaud & Y.C. Wang Thermal behavior of connections between concrete-filled steel tubular columns and slim-floors subjected to fire V. Albero, A. Espinos, A. Hospitaler, M.L. Romero & A.M. Pascual Behaviour and design of a continuous concrete-filled steel tubular column in fire for multi-storey building K. Ukanwa, G.C. Clifton, J.B.P. Lim, A. Abu, S.J. Hicks & U.K. Sharma Behavior of T and X joints of elliptical hollow sections at both ambient and high temperatures E. Ozyurt & Y.C. Wang Behaviour of hexagonal concrete-encased CFST columns under cyclic bending D.Y. Ma, L.-H. Han, X.D. Ji & X.L. Zhao Cyclically strained grade 800 and 1200 steel tube materials F. Javidan, A. Heidarpour, X.L. Zhao & H. Fallahi Behaviour of double headed anchored blind bolt under cyclic loading T. Pokharel, H.M. Goldsworthy & E.F. Gad Experimental testing of tube-based seismic collar connections under cyclic loads D. Wei & J. McCormick Cumulative damage of notched specimens with brittle fracture under cyclic loading T. Iwashita, A. Tateno & K. Azuma Cyclic loading on cold-formed SHS stub columns Y. Dong & L.J. Jia Numerical modelling of FRP-concrete-steel double-skin tubular columns under blast loading W. Wang & C. Wu Rate and temperature dependent relations for CFSTs subject to post-impact fire conditions M. Mirmomeni, A. Heidarpour, X.L. Zhao & J.A. Packer CFRP-wrapped hollow steel tubes under axial impact loading C. Batuwitage, S. Fawzia, D.P. Thambiratnam, T. Tafsirojjaman, R. Al-Mahaidi & M. Elchalakani FE modeling of FRP strengthened CHS members subjected to lateral impact M.I. Alam, S. Fawzia, T. Tafsirojjaman & X.L. Zhao Experimental study on anti-impact performance of RHST and PCFST columns under lateral impact A.Z. Zhu, W. Xu, K. Gao, H.P. Zhu & F. Gao Fatigue Fatigue crack in an unloaded brace M. Lefranc & R. Gladso Multiaxial loading of RHS by wheel loads S. Herion, T. Ummenhofer & A. Lipp Fatigue behavior of CFDST chord to CHS brace T-joints W. Li, D. Wang, L.-H. Han & X.L. Zhao Investigation on stress concentration factor in concrete-filled steel tubular T-joints under out-of-plane bending moment I.A. Musa, F.R. Mashiri & X. Zhu Fatigue behavior of diamond bird-beak T-joints and design recommendations L.W. Tong, G.W. Xu, Y.Q. Liu, D.Q. Yan & X.L. Zhao Numerical modelling Partial interaction analysis of multi-component members with the D-GBT approach A. Ferrarotti, G. Ranzi & G. Piccardo Direct strength prediction of innovative corrugated columns A.N. Ajamyan, M. Nassirnia, A. Heidarpour, X.L. Zhao & L. Gardner Numerical investigation on static strength of CHS X-joints using S700 and S900 steel X.Y. Lan, T.M. Chan & B. Young FE modeling techniques for hot spot stress analysis of diamond bird-beak SHS joints B. Cheng, Y. Lou, C. Li & X.L. Zhao Numerical investigation into the behaviour of HSS beam-columns strengthened using CFRP plates W. Attiah, A. Shaat & E. Sayed-Ahmed Elliptical hollow steel cantilever members under ELCF load along major axis using finite element analysis P.V.R. Narendra & K.D. Singh Stainless and high strength steel structures Design of stainless steel CHS beam-columns C. Buchanan, L. Gardner, O. Zhao & E. Real Design of ferritic stainless steel tubular sections subjected to concentrated bearing load H.T. Li & B. Young Structural behaviour of stainless steel tubular columns H.P.C.S.G. Duarte, L.R.O. de Lima, P.C.G. da S. Vellasco & A.T. da Silva Experimental study for the effect of fabrication process on strength of high strength steel box column J. Jiang, C.K. Lee & S.P. Chiew Strength and ductility predictions of stiffened box sectional columns made of high strength steel L. Kang, R. Long, M. Suzuki & H.B. Ge Tubular sections and members Experimental study on cold-formed steel semi-oval hollow section columns M.T. Chen & B. Young On the post-buckling behaviour and imperfection sensitivity of regular convex polygonal columns R. Goncalves, D. Camotim & A.D. Martins Structural behaviour of octagonal tubular steel stub columns under uniaxial compression J.Y. Zhu, T.M. Chan & B. Young Residual stress distribution in cold-rolled curved steel rectangular hollow sections Y.F. Jin, S.P. Chiew & C.K. Lee Experimental study on the compressive behavior of circular steel tube confined UHPC columns L.H. An & E. Fehling Buckling of multiple outside geometry (MOG) hollow sections O. Fleischer, S. Herion, P. Lang & S. Scherf Identification of parameters for continuum damage mechanics of ductile damage evolution of cold formed Grade C450 steel rectangular hollow sections M. Mohan & T. Wilkinson Predicted behaviour of cold formed Grade C450 rectangular hollow sections under tensile or compression loads M. Mohan & T. Wilkinson Leak-before-break (LBB) analysis and failure processes for small-diameter cast iron pipes R. Jiang, D. Weerasinghe, C. Zhang, X.L. Zhao, J. Kodikara & C.R. Hutchinson Circular hollow section joint fabrication using laser cutting technology: Tolerance assessment A. Kanyilmaz, C.A. Castiglioni, S. Raso, A. Valli, M. Brugnolli, A. Galazzi & R. Hojda Propagation of buckling mechanisms of pipe-in-pipe systems under external pressure M. Alrsai, H. Karampour, B.P. Gilbert, S. Chowdhury & F. Albermani Welding Behavior of overlapped CHS K/KK-joints with different welding situations X.Z. Zhao, S. Qiu, Y.Y. Chen, X.B. Xu, X.F. Wu, K.H. Hu, A.H. Wu & Y. Chen Investigation of weld effective length rules for CHS X-connections K. Tousignant & J.A. Packer Assessment of welded transverse plate to hollow structural section connections M. Ammons & J. McCormick Effect of bending moment on capacity of fillet weld N. Tuominen, T. Bjork & A. Ahola Non-uniform stress distribution at weld of CHS-CHS joint and its effect on failure mode Y.Y. Chen, X. Ma & W. Wang Milling of intersecting contours on tubular structures to avoid structural changes of the material and meet the requirements for automated welding J. Muglitz, S. Keitel & J. Schuster