摘要
推导了碳纤维布加固钢筋混凝土梁在考虑和不考虑二次受力及各种破坏情形下的正截面抗弯承载力计算公式 ,定量。
The calculation formula of ultimate capacities of cross section bending loads of RC beams strengthened with CFS are deduced under each failing situation, with secondary loads being considered. Calculation results with secondary loads being and not being considered are analyzed and compared both quantitatively and qualitatively.
出处
《武汉理工大学学报》
CAS
CSCD
2003年第9期49-52,共4页
Journal of Wuhan University of Technology
关键词
二次受力
碳纤维布
加固
设计步骤
secondary loads
\ carbon fiber sheet (CFS)
\ strengthening
\ design process
