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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| Main Authors: | , |
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| 格式: | Article |
| 語言: | English |
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2017
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| 在線閱讀: | https://hdl.handle.net/10356/83640 http://hdl.handle.net/10220/42705 |
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| 機構: | Nanyang Technological University |
| 語言: | English |