摘要
基于无腹筋梁叠合面剪应力理论,分析了受弯构件叠合面的抗剪承载力,并将国内外对无腹筋梁(板)斜截面混凝土抗剪承载力的规范要求进行了比较,为我国相关规范的修订提供参考。
Based on the non-reinforced beam superposition shear theory,the paper analyzes the shear loading capacity of the superposition of the bended component,and compares the shear loading capacity of the non-reinforced beam inclined section concrete at home and abroad,so as to provide some reference for the related regulations in China.
出处
《山西建筑》
2017年第8期37-39,共3页
Shanxi Architecture
基金
贵州省科学技术基金项目(合同编号:黔科合J字[2011]2014号)
关键词
叠合面
剪应力
承载力
混凝土构件
superposition
shearing stress
loading capacity
concrete component
