摘要
结合碳纤维布(CFS)力学性能及CFS加固钢筋砼(RC)构件的实际,给出其正截面受弯承载力设计计算公式及具体实用步骤,并结合试验数据给出了具体算例.
Considering the mechanical characteristics of carbon fiber sheets (CFS) and the practical situations of CFS strengthened reinforced concrete members(RC), the calculation formula of the cross section flexure load capacity design of these members are presented, including design steps in details. A numerical example with experimental data being used is given.
出处
《华中科技大学学报（城市科学版）》
CAS
2003年第3期38-41,共4页
Journal of Huazhong University of Science and Technology
关键词
碳纤维布
钢筋砼构件
受弯承载力
加固
carbon fiber sheet (CFS)
strengthening
reinforced concrete members
flexure
load capacity design
