摘要
对钢丝网钢筋砂浆加固和钢筋网砂浆加固混凝土圆柱进行抗轴压对比试验研究,并探讨其工作机理.结果表明,与钢筋网砂浆加固柱相比,钢丝网钢筋砂浆加固方法可提高加固效率,特别是大幅度提高被加固构件的延性.
A comparatively experimental study between wire mesh/steel bar mortarstrengthening and steel bar mat mortar-strengthening circular concrete columns under axial load was carried out. The working mechanism was investigated. The research results showed that, compared with steel bar-mesh mortar strengthening, the wire mesh/steel bar mortar strengthening can imprnve the strengthening efficiency, with a distinguished feature of leading to a much higher ductility.
出处
《汕头大学学报（自然科学版）》
2006年第4期70-74,共5页
Journal of Shantou University：Natural Science Edition
关键词
钢丝网砂浆
钢筋网
混凝土柱
延性
耐久性
wire mesh mortar
bar-mat
concrete column
ductility
durability
