Tubular Structures XIV

ISBN-13: 9780415621373 / Angielski / Twarda / 2012 / 798 str.

Leroy Gardner

Opis

Tubular Structures XIV contains the latest scientific and engineering developments in the field of tubular steel structures, as presented at the 14th International Symposium on Tubular Structures (ISTS14, Imperial College London, UK, 12-14 September 2012). 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 steel and aluminum structures, fire resistance, castings and fabrication innovations. Research and development issues presented in this topical book are applicable to buildings, bridges, offshore structures, entertainment rides, cranes, trusses and towers. Tubular Structures XIV 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

Preface Publications of previous international symposia on tubular structures OrganisationAcknowledgements ISTS Kurobane lecture Hybrid hollow structural sections X.L. Zhao CIDECT 50th anniversary session papers Tubular steel structures in architecture M. Eekhout Design and erection of the London Eye and theWembley National Stadium arch A.P. Mann Composite construction Local buckling in Concrete-Filled circular Tubes (CFT) R. Chacón, E. Mirambell & E. Real Concrete filled circular hollow sections under cyclic axial loading T. Sheehan &T.M. Chan An experimental study of high-strength CFST columns subjected to axial load and non-constant bending moments D. Hernández-Figueirido, M.L. Romero, J.L. Bonet & A. Hospitaler Static behavior of T-shaped concrete-filled steel tubular columns subjected to eccentric compressive loads H. Yang, S.M. Zhang & Y.L. Yang Time effects on the static response of concrete filled steel tubular arch bridges Y. Geng, X.R.Wu, Y.Y.Wang & G. Ranzi Experimental study on concrete-filled cold-formed steel tubular stub columns A.Z. Zhu, L.L. Luo & H.P. Zhu Concrete filled double skin circular tubular members subjected to pure bending and centric compressive loading K. Uenaka & H. Kitoh Design of concrete filled tubular CHS T-joints under in-plane bending J. Chen,W.L. Jin, Y. Ye & X.H. Sheng Research on the shear transfer mechanism of CFT panel zone J. Fan, X. Cheng & H. Zhou Concrete filled double skin asymmetric tube sections subjected to pure bending A. Albareda Valls & J. Maristany Carreras Connections Influence of the angle in the strength of RHS K-joints in galvanized lattice girders M.A. Serrano-López, C. López-Colina, A. Lozano, G. Iglesias & J. González Over strength criteria of slotted connections with high yield strength steels S. Iwamoto & K. Ochi Finite Element Modelling of beam-to-column flush end plate connections utilising blind bolts O. Mirza & B. Uy Shear behaviour of open beam-to-tubular column angle connections Y. Liu, C. Málaga-Chuquitaype &A.Y. Elghazouli Residual stress investigation of welded high strength steel box T-joints S.P. Chiew, J. Jiang & C.K. Lee Branch plate-to-CHS T-connections: Finite element study and design recommendations A.P. Voth & J.A. Packer Response of beam-to-tubular column angle connections subjected to combined flexure and axial loading Y. Liu, C. Málaga-Chuquitaype & A.Y. Elghazouli Capacity of CFRHS X-joints made of double-grade S420 steel T. Björk & H. Saastamoinen Experimental investigation of the static capacity of grade C450 RHS T and X truss joints J. Becque & T.Wilkinson FEA of T & X joints in Grade C450 steel M. Mohan & T.Wilkinson Measurements vs. estimation of nominal and local strain in a tubular K-joint of a stinger N.S. Ermolaeva, Y. Yu, X. Chen & H. Ren Lessons learned from testing of tubular steel Joints after 30 year in service Å. Pedersen, P. Decosemaeker & M. Lefranc Structural performance of TS590 high-strength steel welded tubular joints under extreme bending loading G.E. Varelis, S.A. Karamanos, T. Papatheocharis & P.C. Perdikaris Numerical investigation of welding residual stresses in planar bridge trusses made of CHS steel profiles F. Zamiri, A. Nussbaumer & C. Acevedo Analysis of the load transfer in composite columns with concrete filled hollow sections – bolts as load transfer devicesR.H. Fakury, R.B. Caldas, P.H.F. Almeida & A.H.M. Araújo Proposed corrections for EN 1993-1-8, Part “Hollow Section Joints” J.Wardenier, R.S. Puthli & G.J. van der Vegte Nonlinear formulation for tubular X-joints in frame analysis X. Qian, Y. Zhang & Y.S. Choo Numerical and analytical investigation of geometrical imperfections on adhesive bonded cast steel – steel joints M. Albiez, F. Götz, R.S. Puthli &T. Ummenhofer Axially loaded Elliptical Hollow Section X joints, Part I: Experiments and numerical calibration W. Shen, Y.S. Choo, J.Wardenier, G.J. van der Vegte & J.A. Packer Axially loaded Elliptical Hollow Section X joints, Part II: Results and analysis W. Shen, J.Wardenier, J.A. Packer, Y.S. Choo & G.J. van der Vegte Elliptical hollow sections Numerical modeling and design of cold-formed steel oval hollow section compression members J.H. Zhu & B. Young Interaction relations for members of hot rolled elliptical hollow sections F. Nowzartash & M. Mohareb Finite Element Modelling of beam to concrete filled elliptical steel column connectionsD. Lam & X.H. Dai Elastic buckling of elliptical hollow sections under linearly varying in-plane stress distributions J.M. Abela & L. Gardner Elliptical hollow section beam-columns K.H. Law & L. Gardner Buckling and classification of high-strength steel CHS tubular members under axial compression and bending P. Pappa & S.A. Karamanos Fatigue and fracture Assessment of brittle fracture for cast steel connections in braced frames T. Iwashita, J.A. Packer & J. Carlos de Oliveira Plastic collapse loads Pc and CTODs of a cracked Circular Hollow Section (CHS) T-joint T. Li, S.T. Lie & Y.B. Shao Root cracking in tubular joints with enhanced partial joint penetration welds P.W. Marshall, X. Qian, Y. Petchdemaneegam & C.T. Thang Fatigue behaviour of CFRP-strengthened thin-walled RHS-to-SHS cross-beam connections Z.-G. Xiao, X.-L. Zhao & D. Borrie Further experimental study on assessment of safety of beam-column connections with weld defects from brittle fracture K. Azuma &T. Iwashita Stress concentration factors for fatigue design of CHS-SHS T-joints L.W. Tong, H.Z. Zheng, F.R. Mashiri & X.L. Zhao Stainless steel Investigation of the behavior of gusset plate welded slotted stainless steel tubular members under axial tension G. Kiymaz & E. Seckin Numerical modelling of prestressed stayed stainless steel columns L.R.O. de Lima, P.C.G. da S. Vellasco, J.G.S. da Silva & R.R. Araújo Experimental studies on recycled aggregate concrete filled stainless steel tube stub columns Y.F. Yang, G.L. Ma & J.Wang Predictive models for strength enhancements in cold-formed structural sections B. Rossi, S. Afshan & L. Gardner Behaviour of cold-formed lean duplex stainless steel sections Y. Huang & B. Young 2D finite-element modelling of stainless steel cold-formed RHS subjected to elevated temperatures O. Salem, O. El-Husseiny, E. Matar & M. El-Dib Web crippling of ferritic stainless steel tubular members strengthened with high modulus CFRP plate S.M.Z. Islam & B. Young Ultimate capacity of stainless steel RHS subjected to combined compression and bending M. Theofanous, A. Liew & L. Gardner Eccentric compression tests on high strength duplex stainless steel columns W.M. Lui, B. Young & M. Ashraf Lean duplex stainless steel hollow stub columns of Square, L-, T-, and +-shaped cross sections under pure axial compression – a finite element study M.L. Patton & K.D. Singh Architecture, applications and case studies E-conditioned Chimneys in Madrid X. Aguiló i Aran Towards a new balance between architecture and building technology M. Eekhout Application of concrete filled steel tubular arch bridges in China Y.Y.Wang, X.R.Wu, Y. Geng & S.M. Zhang Blue Tree in a Red Landscape: Structure of a sculpture R.H. Keays Helicoidal footbridge over the Manzanares River C. Castañón Jiménez, A. Serrano Corral & J. Martínez Calzón Aluminium Investigation of concrete-filled aluminum circular hollow section columns F. Zhou & B. Young Compression tests of aluminium alloy cross-sections M.N. Su, B. Young & L. Gardner Bending tests of aluminium alloy cross-sections M.N. Su, B. Young & L. Gardner Dynamic three-point bending tests on aluminium foam filled steel tubes G. Rathnaweera, D. Ruan, V. Nagaraj &Y. Durandet Theoretical analysis of foam-filled aluminum tubes subjected to bending and denting M. Elchalakani & D. Ruan Earthquake and dynamic response Seismic response and damage limit of concrete filled steel tube frame K. Goto Experimental evaluation of CHS KK-joints under out-of-plane bending for seismic applications W.Wang, Y.Y. Chen & B.D. Zhao A smart multi-spring assembling model for simulation of hysteretic behavior of unstiffened CHS X-Joint B.D. Zhao &Y.Y. Chen Parametric finite element analysis of the cyclic flexural behavior of hollow structural sections M. Fadden & J. McCormick Vibration analysis of tubular footbridges induced by human walking G.L. Debona, J.G.S. da Silva, A.C.C.F. Sieira, P.C.G. da S. Vellasco & L.R.O. de Lima Fire Shape effect on structural fire behaviour of axially loaded Concrete Filled Tubular (CFT) stub columns X.H. Dai & D. Lam An experimental study of the fire behaviour of slender concrete filled circular hollow section columns A. Espinos, M.L. Romero, A. Hospitaler, C. Ibañez, A. Pascual &V. Moliner Nonlinear finite element modelling of flexible I-beam to square hollow section column connections subjected to earthquake and subsequent fire Q.-Y. Song, A. Heidarpour, X.-L. Zhao & L.-H. Han Performance of CHS T-joints in a standard fire test M.P. Nguyen, K.H. Tan &T.C. Fung Structural behavior of CHS T-joints subjected to brace in-plane bending at elevated temperatures M.P. Nguyen, T.C. Fung & K.H. Tan FE modelling of bolted steel end-plate moment connections subjected to a standard fire O. Salem, G. Hadjisophocleous & E. Zalok Experimental behaviour of reverse channel connection component under bolt tension at elevated temperatures M. Jafarian &Y.C.Wang Behaviour of steel beams connected to CFT column in fire during cooling stage S. Elsawaf, Y.C.Wang & P. Mandal Fire resistance for square tubular joints with and without chord reinforcement J. Yang, Y.B. Shao, C. Cheng, S.P. Chiew & S.T. Lie Behaviour of the reverse channel joint component at elevated temperature F.C. Lopes, A. Santiago, L. Simões da Silva, T. Heistermann, M. Veljkovic & J.G.S. da Silva Trusses and arches Buckling analysis of steel trusses with thin-walled RHS members using Generalised Beam Theory (GBT) C. Basaglia & D. Camotim Analytical modelling of mode jumping in the buckling of prestressed stayed columns M. AhmerWadee, T.A. Hunt & L. Gardner Nonlinear creep analysis and buckling of shallow Concrete-Filled Steel Tubular arches Y.-L. Pi & M.A. Bradford Design and construction of a space truss for a heavy maintenance hangar in Barcelona Airport A. Insausti, I. Ascaso, F. Hernández, X. Balda & J.I. Trueba Design and construction of long-span post-tensioned tubular steel structures M.E. Ellen, J. Gosaye, L. Gardner & M. AhmerWadee Structural behaviour Effect of cross sectional configurations on the bending strength of Hollow Flange Beams A. Ibrahim, A. Shaat, A. Matloub &A. Dessouki First order elastoplastic GBT analysis of tubular beams M. Abambres, D. Camotim & N. Silvestre GBT buckling analysis of thin-walled steel tubular members with regular polygonal cross-sections R. Gonçalves, T. Patricio & D. Camotim Advanced analysis and design of structures composed of concrete-filled hollow sections S.L. Chan, Y.P. Liu, S.W. Liu & R. Chu Strength and stability of High-Strength Steel tubular beam-columns A.E. Pournara, S.A. Karamanos, J. Ferino &A. Lucci Materials and section forming Direct forming versus continuous forming, for cold-formed square hollow sections M. Sun & J.A. Packer Avoidance of brittle fracture of cold-formed hollow sections by appropriate choice of steel material B. Eichler, M. Feldmann & G. Sedlacek Experimental study on strength and ductility of steel tubular stub columns filled with Geopolymeric Recycled Concrete X.S. Shi, Q.Y.Wang, X.L. Zhao & F. Collins Rotation capacity and ductility of square hollow sections: A comparison between cold-formed and hot-finished sections S. Terada, K. Ochi &T. Nagaoka Comparative study on cold-formed, hot-formed and hot-finished structural hollow sections S.P. Chiew & M.S. Zhao Author index

O autorze

Leroy Gardner Imperial College London, UK