Bond–slip behaviour of deformed reinforcing bars embedded in well-confined concrete

Precast concrete beam–column sub-assemblages may exhibit pull-out failure of reinforcing bars embedded in the middle joint when subjected to column removal scenarios. This failure mode has to be considered in analytical study through a component-based joint model. However, current bond–slip models i...

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Bibliographic Details
Main Authors: Kang, Shao-Bo, Tan, Kang Hai
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2017
Subjects:
Online Access:https://hdl.handle.net/10356/83640
http://hdl.handle.net/10220/42705
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Institution: Nanyang Technological University
Language: English