摘要
通过对钢筋混凝土梁粘钢加固的受力分析,及其施工要求及工艺的介绍,得到了卸载情况不同时对粘钢加固梁的正截面承载力极限值的影响,为钢筋混凝土梁的粘钢加固提供了理论依据。
We analyze Load-Bearing for concrete beam strengthened with stick-on steel and introduces its construction request, then reaches the change of limit value of load-beating for the cross section of concrete beam strengthened with stick-on steel in different unloads conditions, supplies the theory basis for concrete beam strengthened by sticking steel.
出处
《石河子大学学报(自然科学版)》
CAS
2006年第2期245-247,共3页
Journal of Shihezi University(Natural Science)
关键词
粘钢加固
钢筋混凝土
正截面承载力
应力-应变关系
reinforcement with stick-on steel
reinforced concrete
load-beating for cross section
stress-strain relationship