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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Bibliographic Details
Main Authors: Yu, Jun, Tan, Kang Hai
Other Authors: School of Civil and Environmental Engineering
Format: Conference or Workshop Item
Language:English
Published: 2013
Subjects:
Online Access:https://hdl.handle.net/10356/79910
http://hdl.handle.net/10220/9815
http://daps2012.org/
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Institution: Nanyang Technological University
Language: English
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