摘要
进行了不同的钢板厚度、锚固措施和结构胶种类对粘贴钢板加固钢筋混凝土梁承载能力、变形特性和破坏形式的试验研究 .选取合适的钢板厚度和锚固措施 ,可使粘贴钢板加固梁的效果达到最佳 .
Experiments on the influences of steel plates thickness, anchorage measures and categories of saturating resin and putty fillers on the carrying capacity, deformation and failure type of the reinforced concrete beams strengthened by epoxybonded steel plates are carried out. It can be seen that the strengthening efficiency of reinforced concrete beams can be very good by adopting suitable steel plate thickness and anchorage measures.
出处
《水利水运工程学报》
CSCD
北大核心
2001年第4期27-32,共6页
Hydro-Science and Engineering
关键词
粘贴钢板
加固
承载力
变形
破坏形式
钢筋混凝土梁
试验
epoxy bonded steel plate
strengthening
carrying capacity
deformation
failure type
reinforced concrete beam
test
