摘要
分析了锈蚀钢筋混凝土梁的结构性能退化机理 ,对钢筋锈蚀后梁的承载力、延性以及破坏形态进行了详细的探讨 。
Based upon analysis of mechanism of the structural behavior deterioration of corroded RC beams discussion is carried out in detail according to the variation in bearing capacity, ductility and damage forms, which provide scientific basis for durability and reliability evaluation of RC structure.
出处
《山西建筑》
2004年第4期10-11,共2页
Shanxi Architecture
