Bar stress-slip relationship in reinforced concrete joints with large inelastic bar strains

• المؤلفون الرئيسيون: Yu, Jun, Tan, Kang Hai
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: Conference or Workshop Item
• اللغة: English
• منشور في: 2013
• الموضوعات: DRNTU::Engineering::Civil engineering::Structures and design
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/79910; http://hdl.handle.net/10220/9815; http://daps2012.org/
• المؤسسة: Nanyang Technological University

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...