摘要
针对CFRP加固钢筋混凝土结构的受力特征,分析了CFRP加固钢筋混凝土梁的两种破坏形态,并给出了判断CFRP加固钢筋混凝土梁破坏形态的判别式,进一步推导出每一种破坏形态的理论计算公式。
According to the mechanical behaviors of reinforced concrete structure with carbon fiber reinforced plastic （CFRP） two failure modes of this kind of concrete beam are analyzed. Corresponding discriminant is also proposed to identify different failure mode. Meanwhile, further theoretical calculation formula is derived.
出处
《山西建筑》
2006年第19期42-43,共2页
Shanxi Architecture
