摘要
通过分析粘钢法加固钢筋混凝土柱的计算模型,探讨了钢板、结构胶和混凝土的工作机理,并基于基本假定,推导出粘钢加固钢筋混凝土柱正截面承载力计算方法,指出该计算方法科学合理、方便实用,可以用来指导加固设计实践。
Through analysis the calculation model, study the working mechanism and constitutive relation of steel slab, adhesive and concrete. Based on the postulate, deduced the calculation way of bearing capacity of concrete pillar which strengthened by bonded steel plates. It points out the method is science and reasonable and practical, the method may direct reinforcing engineering.
出处
《山西建筑》
2008年第35期106-107,共2页
Shanxi Architecture
关键词
粘钢法
加固
钢筋混凝土柱
承载力
模型
bonding steel plate, reinforcement, reinforced concrete pillar, bearing capacity, model
