Bar stress-slip relationship in reinforced concrete joints with large inelastic bar strains
Experimental results indicate that for reinforced concrete (RC) members under large deformations, such as catenary action, wide cracking and severe concrete crushing are concentrated at the beam-column connections. Bar slip at wide cracks adjacent to joint interfaces results in large fix-end rotatio...
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Main Authors: | , |
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格式: | Conference or Workshop Item |
語言: | English |
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2013
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在線閱讀: | https://hdl.handle.net/10356/79910 http://hdl.handle.net/10220/9815 http://daps2012.org/ |
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機構: | Nanyang Technological University |
語言: | English |