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

• المؤلفون الرئيسيون: Kang, Shao-Bo, Tan, Kang Hai
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2017
• الموضوعات: Concretes; Reinforcement
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/83640; http://hdl.handle.net/10220/42705

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...