Tubular Structures XIV

Table of Contents

Preface
Publications of previous international symposia on tubular structures
Organisation
Acknowledgements

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 devices
R.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 connections
D. 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