CFS加固RC构件正截面受弯承载力实用计算方法  

Practical Cross Section Flexure Load Capacity Calculation Method for CFS Strengthened RC Members

作　　者：张维[1] 李大庆[1] 

机构地区：[1]武汉大学土木建筑工程学院,湖北武汉430072

出　　处：《华中科技大学学报（城市科学版）》2003年第3期38-41,共4页Journal of Huazhong University of Science and Technology

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.

关 键 词：碳纤维布 钢筋砼构件 受弯承载力 加固 

分 类 号：TU377.93[建筑科学—结构工程]