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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書目詳細資料
Main Authors: Yu, Jun, Tan, Kang Hai
其他作者: School of Civil and Environmental Engineering
格式: Conference or Workshop Item
語言:English
出版: 2013
主題:
在線閱讀:https://hdl.handle.net/10356/79910
http://hdl.handle.net/10220/9815
http://daps2012.org/
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