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...
محفوظ في:
المؤلفون الرئيسيون: | Kang, Shao-Bo, Tan, Kang Hai |
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مؤلفون آخرون: | School of Civil and Environmental Engineering |
التنسيق: | مقال |
اللغة: | English |
منشور في: |
2017
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الموضوعات: | |
الوصول للمادة أونلاين: | https://hdl.handle.net/10356/83640 http://hdl.handle.net/10220/42705 |
الوسوم: |
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المؤسسة: | Nanyang Technological University |
اللغة: | English |
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