Please use this identifier to cite or link to this item:
https://hdl.handle.net/10316/3988
DC Field | Value | Language |
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dc.contributor.author | Lima, L. R. O. de | - |
dc.contributor.author | Silva, L. Simões da | - |
dc.contributor.author | Vellasco, P. C. G. da S. | - |
dc.contributor.author | Andrade, S. A. L. de | - |
dc.date.accessioned | 2008-09-01T09:47:03Z | - |
dc.date.available | 2008-09-01T09:47:03Z | - |
dc.date.issued | 2004 | en_US |
dc.identifier.citation | Engineering Structures. 26:10 (2004) 1333-1347 | en_US |
dc.identifier.uri | https://hdl.handle.net/10316/3988 | - |
dc.description.abstract | Steel beam-to-column joints are often subjected to a combination of bending moment and axial force. Current specifications for steel joints do not take into account the presence of axial forces (tension and/or compression) in the joints. A single empirical limitation of 5% of the beam's plastic axial capacity is the only enforced provision in Eurocode 3--Part 1.8. The objective of the present paper is to describe an experimental program carried out at the University of Coimbra on extended endplate beam-to-column joints to try to extend the component method philosophy to the combined action of bending moment and axial force. To fulfil this objective, a set of seven extended beam-to-column joints were tested. This paper provides a detailed description of this experimental programme focusing on the moment-rotation curves and individual component assessment. Finally, it reveals that the presence of an axial force on the beam significantly modifies the joint response. | en_US |
dc.description.uri | http://www.sciencedirect.com/science/article/B6V2Y-4CPD72K-1/1/06c77cd246ec1e3daa26d5d1c4b8cfbc | en_US |
dc.format.mimetype | aplication/PDF | en |
dc.language.iso | eng | eng |
dc.rights | openAccess | eng |
dc.subject | Component method | en_US |
dc.subject | Experimental analysis | en_US |
dc.subject | Extended endplate joints | en_US |
dc.subject | Semi-rigid behaviour | en_US |
dc.subject | Bending moment and axial force | en_US |
dc.title | Experimental evaluation of extended endplate beam-to-column joints subjected to bending and axial force | en_US |
dc.type | article | en_US |
item.fulltext | Com Texto completo | - |
item.openairecristype | http://purl.org/coar/resource_type/c_18cf | - |
item.languageiso639-1 | en | - |
item.openairetype | article | - |
item.cerifentitytype | Publications | - |
item.grantfulltext | open | - |
crisitem.author.researchunit | ISISE - Institute for Sustainability and Innovation in Structural Engineering | - |
crisitem.author.orcid | 0000-0001-5225-6567 | - |
crisitem.author.orcid | 0000-0003-2808-3437 | - |
Appears in Collections: | FCTUC Eng.Civil - Artigos em Revistas Internacionais |
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File | Description | Size | Format | |
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filea26ca12abb6a4478a6310b247588fec9.pdf | 1.42 MB | Adobe PDF | View/Open |
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