引用本文:柯敏勇,金初阳,洪晓林.粘贴钢板加固钢筋混凝土梁的试验研究[J].水利水运工程学报,2001,(4):27-32
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粘贴钢板加固钢筋混凝土梁的试验研究
柯敏勇,金初阳,洪晓林
南京水利科学研究院,江苏,南京,210029
摘要:
进行不同的钢板厚度、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。
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
DOI:
分类号:TU375.1
基金项目:
Experimental study of reinforced concrete beam strengthened by epoxy-bonded steel plates
KE Min yong,JIN Chu yang,HONG Xiao lin
Abstract:
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.
Key words:  epoxy bonded steel plate,strengthening,carrying capacity,deformation,failure type,reinforced concrete beam,test
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