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dc.contributor.author | Abolmaali, Ali | |
dc.contributor.author | Razavi, Mohammad | |
dc.contributor.author | Kiamanesh, Roozbeh | |
dc.date.accessioned | 2014-07-14T20:31:39Z | |
dc.date.available | 2014-07-14T20:31:39Z | |
dc.date.issued | 2012 | |
dc.identifier.citation | Published in the I-manager's Journal on sturctural engineering 1(3):15-25 | en_US |
dc.identifier.issn | 2278-7887 | |
dc.identifier.issn | 2320-2343 | |
dc.identifier.uri | http://hdl.handle.net/10106/24499 | |
dc.description.abstract | The presented manuscript is intended to introduce accurate computational benchmarks to predict the hysteresis behavior of beam-column steel connections by means of a 3D non-linear finite element analysis. In this study, element type, inelastic material behavior, bolts pre-tensioning, and contact properties between different components of connections are discussed. Incremental nonlinear analysis takes into account all three types of nonlinearities including material, geometry, and contact properties in predicting moment-rotation hysteresis loops. A series of full-scale structural tests are performed to validate the results obtained from the finite element analyses. This study shows that cost efficient numerical analysis simulation is capable of replacing full-scale tests for steel connections. | en_US |
dc.language.iso | en_US | en_US |
dc.publisher | I-manager Publications | en_US |
dc.subject | Finite element method | en_US |
dc.subject | Semi-rigid connectetions | en_US |
dc.subject | Connection modeling | en_US |
dc.subject | Bolted Connections | en_US |
dc.title | Computational benchmarks in simulation of cyclic performance of steel connections using three dimensional nonlinear finite element method | en_US |
dc.type | Article | en_US |
dc.publisher.department | Center for Structural Engineering Research Simulation Laboratory, University of Texas at Arlington | |
dc.identifier.externalLink | http://www.imanagerpublications.com/ArticleHTML.aspx?articleID=2018&issueid=0 | en_US |
dc.identifier.externalLinkDescription | The original publication is available at the journal homepage | en_US |
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