Tubular Structures XV Proceedings of the 15th International Symposium on Tubular Structures Rio de Janeiro Brazil 27 29 May 2015 1st Edition by Eduardo De Miranda Batista, Pedro Vellasco, Luciano Rodrigues Ornelas de Lima ISBN 1315675498 9781317382348

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Product details:

ISBN 10: 1315675498

ISBN 13: 9781317382348 

Author: Eduardo De Miranda Batista, Pedro Vellasco, Luciano Rodrigues Ornelas de Lima

Tubular Structures XV contains the latest scientific and engineering developments in the field of tubular structures, as presented at the 15th International Symposium on Tubular Structures (ISTS15, Rio de Janeiro, Brazil, 27-29 May 2015). 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 and members; joints, concrete-filled and composite tubular members and offshore structures, earthquake and dynamic response, specification and standard developments, stainless and high strength steel structures, fire, impact and blast resistances. Research and developments issues presented in this topical book are applicable to buildings, bridges, offshore structures, cranes, trusses and towers.

Tubular Structures XV 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:

Preface
Publications of previous international symposia on tubular structures
Organization
Acknowledgements

ISTS Kurobane Lecture
Tubular joints – NUS research and applications (Y.S. Choo)

Architecture, applications and case studies
Tensegrity chandeliers for a shopping street in the Hague NL (M. Eekhout)
New velodrome in Medellín (Colombia) (X. Aguiló & J. Gomà)
Reconstruction of a school building in Wolfsburg, Germany (H. Pasternak et al.)
Structural design of the roof structure for the SwissTech convention center in Lausanne (C. Pirazzi et al.)
MyZeil Frankfurt – Design and execution of the architectural building envelope (R. Stroetmann)
Where tubular structures fail – examples from one engineer’s experience (R.H. Keays)
PREON box – The speedy tool for industrial hall constructions (N. Genge et al.)

Composite tubular structures
Study on the cracking behavior of CFST for tall bridge piers (M. Zhou et al.)
Circular double-tube concrete-filled tubular columns with ultra-high strength concrete (M.L. Romero et al.)
Experimental study of beam to concrete filled elliptical steel column connections (T. Sheehan et al.)
Effect of bolt gauge distance on anchored blind bolted connection (M. Mahmood et al.)
Beam to concrete-filled rectangular hollow section column joints using long bolts (V.L. Hoang et al.)
Influence of outer diameter in confinement effect of CFT sections under bending (A.A. Valls & J.M. Carreras)
Casting of composite concrete-filled steel tube beams with self-consolidating concrete (J.M. Flor et al.)
Analytical behaviour of concrete-encased CFST column to steel beam joints (W. Li et al.)
Composite columns made of CFCHS in fire case and with restrained thermal elongation (T.A.C. Pires et al.)
Buckling resistance of concrete-filled steel circular tube columns of high-strength materials (M. Karmazínová)
Time-dependent response of three-hinged CFST arches (M.A. Bradford & Y.-L. Pi)

Earthquake resistance
Elliptical-hollow-section braces under cyclic axial loading (Y.M. Huai et al.)
Seismic response and damage distribution of concrete filled steel tube frame (K. Goto)
Seismic design of partially concrete-filled steel tubular columns with enhanced ductility (I.H.P. Mamaghani)

Fire resistance
Optimal economic design of unprotected CFST columns under fire (D. Hernández-Figueirido et al.)
Structural analysis of tubular truss in fire (J.A. Diez Albero et al.)
Effects of truss behavior on critical temperatures of welded tubular truss members in fire (E. Ozyurt & Y.C. Wang)
Fire performance of innovative slender CFST columns (A. Espinós et al.)

Impact, blast and robustness
Experimental and theoretical development for pipe-in-pipe composite specimens under impact (X. Qian & Y. Wang)
Field blast testing and FE modelling of RHS members (C. Ritchie et al.)
Behaviour of reverse channel tension zone subjected to impact loads (P. Barata et al.)

Offshore structures
Tubular based support structures for offshore wind turbines (J. Müglitz et al.)
Stinger design for Pioneering Spirit (Y. Yu et al.)
Comparative assessment of the design of tubular elements according to offshore design standards and Eurocode 3 (T. Manco et al.)

Stainless and high strength steel structures
Low cycle fatigue of high-strength steel tubes with longitudinal attachments (J. Hrabowski et al.)
Local and local-overall buckling behaviour of welded stainless steel box section columns (H.X. Yuan et al.)
Experimental investigation of cold-formed high strength steel tubular sections undergoing web crippling (H.T. Li & B. Young)
Behaviour of eccentrically loaded ferritic stainless steel stub columns (O. Zhao et al.)
CFRP strengthened cold-formed stainless steel tubular sections under ITF loading (F. Zhou et al.)
Tests on ferritic stainless steel simply supported and continuous SHS and RHS beams (I. Arrayago et al.)
Behaviour of bridging mega-truss tubular structures fabricated from S690 steel plates – Part I (S.P. Chiew et al.)
Behaviour of bridging mega-truss tubular structures fabricated from S690 steel plates – Part II (K.W. Cheng et al.)
Compressive behavior of innovative hollow long fabricated columns (F. Javidan et al.)
Innovative corrugated hollow columns utilizing ultra high strength steel tubes (M. Nassirnia et al.)
New experimental determination of fatigue strength of tubular truss joints in steel grades up to S690 (S. Herion et al.)

Connections
Stress concentration factors of square bird-beak SHS T-joints (B. Cheng et al.)
Experimental evaluation of directional strength increase for fillet welds (J.A. Packer et al.)
Investigation of weld effective length rules for RHS overlapped K-connections (K. Tousignant & J.A. Packer)
Experimental investigation of built-in replaceable links (M. Khador & T.M. Chan)
Structural behaviour of T RHS joints under chord axial force (A. Nizer et al.)
Influence of tensile chord stresses on strength of CHS X-joints (A. Lipp & T. Ummenhofer)
Tension testing of welds for X-joints (W. Wang et al.)
Influence of vent hole shape on strength of RHS K-joints (M.A. Serrano-López et al.)
Design of hollow section joints using the component method (J.P. Jaspart & K. Weynand)
Numerical study of through plate-to-CHS connections (A.P. Voth & J.A. Packer)
A new design equation for side wall buckling of RHS truss X-joints (J. Becque & T. Wilkinson)
Performance of non-diaphragm joint of H-beam to RHS column (Y. Chen et al.)
Analysis of possible failure modes in CSH bolted sleeve connections (L.R. Amparo et al.)
RHS beam-to-column connection: Experimental analysis (G.B. dos Santos et al.)
Finite element simulations of 450 grade cold formed K and N joints (M. Mohan & T. Wilkinson)
Axially loaded K joints made of thin-walled RHS (O. Fleischer et al.)
T joints with chords made of triangular hollow sections (O. Fleischer et al.)
Reduction of fillet weld sizes (O. Fleischer & S. Herion)
Welding simulation of tubular K-joints in steel S690QH (F. Zamiri et al.)
Experimental investigation of static capacity of grade C450 RHS K and N truss joints (Z. Yao & T. Wilkinson)
Through-bolts to control ovalization of CHS T-joints (M.A. Mohamed et al.)
Experimental study on static behavior of multi-planar overlapped CHS KK-joints (X.Z. Zhao et al.)
Tubular joints with welder-optimized CJP-equivalent welds under fatigue (X. Qian & P.W. Marshall)
Assessment and representation of ductile fracture failure (X. Qian)
Application of Weibull stress approach to predict brittle fracture (T. Iwashita & K. Azuma)
Recent research developments in China on fatigue of welded joints (L.W. Tong et al.)
Fatigue behaviour and detailing of slotted tubular connection (C. Baptista et al.)
Performance of tube-based moment connections under cyclic loads (D. Wei et al.)
Effect of secondary bending moment on K-joint capacity (T. Björk et al.)

Structural behaviour of cross-sections and members
Assessment of Eurocode 9 slenderness limits (M. Su et al.)
Design strength of LDSS flat oval stub column under compression (K. Sachidananda & K.D. Singh)
A new design method for hollow steel sections (J. Nseir et al.)
Experimental characterization of rotational capacity of hollow shapes (E. Saloumi et al.)
Effects of cyclic loading on brittle fracture in notched specimens (T. Iwashita & K. Azuma)
The effect of steel strip on cold-formed hollow sections (P. Ritakallio)
Design and fabrication of tubular steel transmission structures (R.M. Slocum)
The continuous strength method for circular hollow sections (C. Buchanan et al.)
Use of Ramberg-Osgood material laws in FE modeling (M. Hayeck et al.)
Strength and ductility of steel tubular columns under cyclic multiaxial loading (I.H.P. Mamaghani et al.)
Experimental study of inner-stiffened cold-formed SHS steel columns (A.Z. Zhu et al.)
First order and buckling behaviour of thin-walled polygonal tubes (R. Gonçalves & D. Camotim)
CFRP strengthened square hollow section subject to torsion (J. Sharrock et al.)

Author index

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Tags: Eduardo De Miranda Batista, Pedro Vellasco, Luciano Rodrigues Ornelas de Lima, Tubular, Structures, XV, Proceedings, International Symposium, Rio de Janeiro, Brazil