摘要
在总结各种试验研究的基础上 ,应用钢筋混凝土矩形截面梁受弯正截面承载力计算的成熟理论 ,提出符合试验结果的碳纤维布加固钢筋混凝土单筋矩形截面梁受弯正截面承载力的计算公式 ,可供工程设计应用参考。
By summarizing various experiments and researches,the paper applies the mature theory of calculating the bearing capacity of a bending normal section of the RC beam with rectangular section is used,and the computational formula of the bearing capacity of the bending normal section of single rebar RC beam with rectangular section strengthened by CFRP,which meets the requirements of experiments′ results.It may be a reference for engineering design.
出处
《工业建筑》
CSCD
北大核心
2004年第5期76-77,90,共3页
Industrial Construction
关键词
碳纤维布
钢筋混凝土梁
正截面
承载力
矩形截面
CFRP reinforced concrete beam bending normal section ultimate bearing capacity
