Finite element analysis of precast hybrid-steel concrete connections under cyclic loading

In this paper, a nonlinear finite element (FE) analysis of hybrid-steel concrete connections is presented. The detailed experimental results of the four full-scale hybrid-steel concrete connections with limited seismic detailing have been discussed in a different paper. However, due t...

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Main Authors: Kulkarni, Sudhakar A., Li, Bing., Yip, Woon Kwong.
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2012
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Online Access:https://hdl.handle.net/10356/95280
http://hdl.handle.net/10220/8376
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-952802020-03-07T11:43:32Z Finite element analysis of precast hybrid-steel concrete connections under cyclic loading Kulkarni, Sudhakar A. Li, Bing. Yip, Woon Kwong. School of Civil and Environmental Engineering DRNTU::Engineering In this paper, a nonlinear finite element (FE) analysis of hybrid-steel concrete connections is presented. The detailed experimental results of the four full-scale hybrid-steel concrete connections with limited seismic detailing have been discussed in a different paper. However, due to the inherent complexity of beam–column joints and the unique features of the tested specimens, the experimental study was not comprehensive enough. Therefore, in this paper, an analytical investigation based on the FE models and using the DIANA software is presented. The FE models were validated using the experimental results of the hybrid-steel concrete connections tested in Nanyang Technological University, Singapore. The critical parameters influencing the joint’s behaviour, such as the axial load on column, the connection plate thickness, and the continuation of beam bottom reinforcement, are varied, and their effects, especially implications on code specifications, are studied. Accepted version 2012-08-13T07:42:33Z 2019-12-06T19:11:47Z 2012-08-13T07:42:33Z 2019-12-06T19:11:47Z 2007 2007 Journal Article Kulkarni, S. A., Li, B., & Yip, W. K. (2008). Finite element analysis of precast hybrid-steel concrete connections under cyclic loading. Journal of Constructional Steel Research, 64(2), 190–201. https://hdl.handle.net/10356/95280 http://hdl.handle.net/10220/8376 10.1016/j.jcsr.2007.05.002 en Journal of constructional steel research © 2007 Elsevier Ltd. This is the author created version of a work that has been peer reviewed and accepted for publication Journal of constructional steel research. It incorporates referee’s comments but changes resulting from the publishing process, such as copyediting, structural formatting, may not be reflected in this document. The published version is available at: http://dx.doi.org/10.1016/j.jcsr.2007.05.002. application/pdf
institution Nanyang Technological University
building NTU Library
country Singapore
collection DR-NTU
language English
topic DRNTU::Engineering
spellingShingle DRNTU::Engineering
Kulkarni, Sudhakar A.
Li, Bing.
Yip, Woon Kwong.
Finite element analysis of precast hybrid-steel concrete connections under cyclic loading
description In this paper, a nonlinear finite element (FE) analysis of hybrid-steel concrete connections is presented. The detailed experimental results of the four full-scale hybrid-steel concrete connections with limited seismic detailing have been discussed in a different paper. However, due to the inherent complexity of beam–column joints and the unique features of the tested specimens, the experimental study was not comprehensive enough. Therefore, in this paper, an analytical investigation based on the FE models and using the DIANA software is presented. The FE models were validated using the experimental results of the hybrid-steel concrete connections tested in Nanyang Technological University, Singapore. The critical parameters influencing the joint’s behaviour, such as the axial load on column, the connection plate thickness, and the continuation of beam bottom reinforcement, are varied, and their effects, especially implications on code specifications, are studied.
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Kulkarni, Sudhakar A.
Li, Bing.
Yip, Woon Kwong.
format Article
author Kulkarni, Sudhakar A.
Li, Bing.
Yip, Woon Kwong.
author_sort Kulkarni, Sudhakar A.
title Finite element analysis of precast hybrid-steel concrete connections under cyclic loading
title_short Finite element analysis of precast hybrid-steel concrete connections under cyclic loading
title_full Finite element analysis of precast hybrid-steel concrete connections under cyclic loading
title_fullStr Finite element analysis of precast hybrid-steel concrete connections under cyclic loading
title_full_unstemmed Finite element analysis of precast hybrid-steel concrete connections under cyclic loading
title_sort finite element analysis of precast hybrid-steel concrete connections under cyclic loading
publishDate 2012
url https://hdl.handle.net/10356/95280
http://hdl.handle.net/10220/8376
_version_ 1681045769348448256