摘要
基于抗弯性能试验结果的总结与分析,对锈蚀钢筋混凝土梁的抗弯承载力、破坏形态、破坏机制、锈蚀钢筋与混凝土的粘结滑移等进行了较为系统地研究。在此基础上,建立了锈蚀钢筋混凝土梁抗弯承载力计算模型。
Based on the test results for bending performance of corroded reinforced concrete beam, the bending capacity, failure pattern, failure mechanism, and bonding behavior were studied. In addition, the calculating model was established for calculating the bending capacity of the corroded reinforced concrete beams.
出处
《山西建筑》
2009年第21期68-69,共2页
Shanxi Architecture
关键词
锈蚀
钢筋混凝土梁
抗弯性能
计算模型
corroded, reinforced concrete beam, bending performance, calculating model
