碳纤维布加固钢筋混凝土矩形截面梁受弯正截面承载力的计算方法

留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名

邮箱

手机号码

标题

留言内容

验证码

COMPUTATIONAL METHOD OF BEARING CAPACITY OF BENDING NORMAL SECTION OF REINFORCED CONCRETE BEAM WITH RECTANGULAR SECTION STRENGTHENED BY CFRP

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。
- 碳纤维布 /
- 钢筋混凝土梁 /
- 受弯 /
- 正截面 /
- 极限承载力
Abstract: 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.
- CFRP /
- reinforced concrete beam /
- bending /
- normal section /
- ultimate bearing capacity