摘要
针对试验钢筋混凝土梁件,考虑不同的初始应力水平,根据三种碳纤维布滞后应变εcf0的计算方法,比较分析了钢筋混凝土梁抗弯承载力及屈服荷载的情况。
Abstract： According to experimental ferroconcrete beam, it analyzes bending bearing capacity and yielding load of ferrocncrete beam under different original stress, which is based on calculation method of εcf0 three kinds of carbon cloth.
出处
《山西建筑》
2006年第10期67-68,共2页
Shanxi Architecture
关键词
二次受力
极限荷载
屈服荷载
碳纤维布
secondary stress, limited load, yielding load, carbon cloth
