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Preview: Steel Construction 4/2016

Preview: Steel Construction 4/2016 Preview Steel Construction 4/2016 Tiago Manco, Maria Constança This photo presents an Rigueiro, João Pedro Martins, experimental evaluation Luís Simões da Silva of the chord normal Comparative assessment of the de­ stresses influence on the sign of tubular elements according to “T” tubular joints be- offshore design standards and Euro­ haviour. The experimen- code 3* tal program (State Uni- versity of Rio de Ja- Rodrigo João Gonçalves, neiro) consisted of six Dinar Camotim tests applying compres- On the first order and buckling be­ sive loads on the brace. haviour of thin­walled regular poly­ These results were com- gonal tubes* pared to numerical results obtained from finite element model performed in Ansys software extending the results for the cases with tension forces on the brace. Itsaso Arrayago, Esther Real, The results were compared with design provisions present in the Eurocode 3; Enrique Mirambell NBR 16239:2013 Brazilian standard and ISO 14346. So, a new equation for the Tests on ferritic stainless steel simply case where compression loads are applied to the chord for n ≤ -0.5 was proposed supported and continuous SHS and providing a better agreement with the experimental and numerical results. RHS beams* Gabriel Barros dos Santos, Eduardo de A. Nizer, L. R. O. de Lima, P. C. G. da Majd Khador, Tak-Ming Chan Miranda Batista, Afonso Henrique S. Vellasco, S. A. L. de Andrade, E. da Cyclic behaviour of external Mascarenhas de Araújo S. Goulart, A. T. da Silva, L. F. da C. diaphragm joint to CHS column Behaviour of RHS beam­to­column Neves with built­in replaceable links* bolted steel connection* Experimental and numerical assessment of T RHS joints under Jaap Wardenier, Ram Puthli, Van-Long Hoang, Jean-Pierre Jaspart, brace and chord axial forces* Frans Bijlaard Jean-François Demonceau Re­evaluation of the shear criterion Use of long bolts for beam to con­ M. L. Romero, V. Albero, A. Espinós, for RHS overlap joints crete­filled rectangular hollow section A. Hospitaler, D. Pons, J.M. Portolés, column joints in seismic resistant fra­ C. Ibañez Joachim Lindner, Adrian Just, mes* Circular concrete­filled dual steel Ulrike Kuhlmann columns with ultra­high strength Verification of flexural buckling * Selected and updated papers from concrete* according to Eurocode 3 Part 1­1 the 15th International Symposium on using bow imperfections Tubular Structures, Rio de Janeiro, Brazil, 2015 (subject to change without notice) Journal: Steel Construction  Annual subscription print + online  Single issue order  Free sample copy Order online: www.ernst-und-sohn.de/steel-construction 1091106_pf Abo-Coupon-2012-13_181x84.indd 8 07.07.2014 09:07:15 http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Steel Construction: Design and Research Wiley

Preview: Steel Construction 4/2016

Steel Construction: Design and Research , Volume 9 (3) – Aug 1, 2016

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Publisher
Wiley
Copyright
"Copyright © 2016 Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin"
ISSN
1867-0520
eISSN
1867-0539
DOI
10.1002/stco.201670043
Publisher site
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Abstract

Preview Steel Construction 4/2016 Tiago Manco, Maria Constança This photo presents an Rigueiro, João Pedro Martins, experimental evaluation Luís Simões da Silva of the chord normal Comparative assessment of the de­ stresses influence on the sign of tubular elements according to “T” tubular joints be- offshore design standards and Euro­ haviour. The experimen- code 3* tal program (State Uni- versity of Rio de Ja- Rodrigo João Gonçalves, neiro) consisted of six Dinar Camotim tests applying compres- On the first order and buckling be­ sive loads on the brace. haviour of thin­walled regular poly­ These results were com- gonal tubes* pared to numerical results obtained from finite element model performed in Ansys software extending the results for the cases with tension forces on the brace. Itsaso Arrayago, Esther Real, The results were compared with design provisions present in the Eurocode 3; Enrique Mirambell NBR 16239:2013 Brazilian standard and ISO 14346. So, a new equation for the Tests on ferritic stainless steel simply case where compression loads are applied to the chord for n ≤ -0.5 was proposed supported and continuous SHS and providing a better agreement with the experimental and numerical results. RHS beams* Gabriel Barros dos Santos, Eduardo de A. Nizer, L. R. O. de Lima, P. C. G. da Majd Khador, Tak-Ming Chan Miranda Batista, Afonso Henrique S. Vellasco, S. A. L. de Andrade, E. da Cyclic behaviour of external Mascarenhas de Araújo S. Goulart, A. T. da Silva, L. F. da C. diaphragm joint to CHS column Behaviour of RHS beam­to­column Neves with built­in replaceable links* bolted steel connection* Experimental and numerical assessment of T RHS joints under Jaap Wardenier, Ram Puthli, Van-Long Hoang, Jean-Pierre Jaspart, brace and chord axial forces* Frans Bijlaard Jean-François Demonceau Re­evaluation of the shear criterion Use of long bolts for beam to con­ M. L. Romero, V. Albero, A. Espinós, for RHS overlap joints crete­filled rectangular hollow section A. Hospitaler, D. Pons, J.M. Portolés, column joints in seismic resistant fra­ C. Ibañez Joachim Lindner, Adrian Just, mes* Circular concrete­filled dual steel Ulrike Kuhlmann columns with ultra­high strength Verification of flexural buckling * Selected and updated papers from concrete* according to Eurocode 3 Part 1­1 the 15th International Symposium on using bow imperfections Tubular Structures, Rio de Janeiro, Brazil, 2015 (subject to change without notice) Journal: Steel Construction  Annual subscription print + online  Single issue order  Free sample copy Order online: www.ernst-und-sohn.de/steel-construction 1091106_pf Abo-Coupon-2012-13_181x84.indd 8 07.07.2014 09:07:15

Journal

Steel Construction: Design and ResearchWiley

Published: Aug 1, 2016

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