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...
| Main Authors: | , , |
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| Other Authors: | |
| Format: | Journal Article |
| Language: | English |
| Published: |
2012
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| Online Access: | https://hdl.handle.net/10356/95280 http://hdl.handle.net/10220/8376 |
| _version_ | 1811694785220575232 |
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| author | Kulkarni, Sudhakar A. Li, Bing. Yip, Woon Kwong. |
| author2 | School of Civil and Environmental Engineering |
| author_facet | School of Civil and Environmental Engineering Kulkarni, Sudhakar A. Li, Bing. Yip, Woon Kwong. |
| author_sort | Kulkarni, Sudhakar A. |
| collection | NTU |
| 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. |
| first_indexed | 2024-10-01T07:13:05Z |
| format | Journal Article |
| id | ntu-10356/95280 |
| institution | Nanyang Technological University |
| language | English |
| last_indexed | 2024-10-01T07:13:05Z |
| publishDate | 2012 |
| record_format | dspace |
| spelling | ntu-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 |
| spellingShingle | DRNTU::Engineering Kulkarni, Sudhakar A. Li, Bing. Yip, Woon Kwong. Finite element analysis of precast hybrid-steel concrete connections under cyclic loading |
| title | 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_short | 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 |
| topic | DRNTU::Engineering |
| url | https://hdl.handle.net/10356/95280 http://hdl.handle.net/10220/8376 |
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