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纵筋锈蚀的无腹筋简支梁抗剪性能试验研究
引用本文:熊进刚,祝建军,李艳.纵筋锈蚀的无腹筋简支梁抗剪性能试验研究[J].南昌大学学报(工科版),2007,29(4):387-389,400.
作者姓名:熊进刚  祝建军  李艳
作者单位:南昌大学,建筑工程学院,江西,南昌,330031
摘    要:通过6根锈蚀程度不同的钢筋混凝土简支梁和2根无锈蚀对比梁抗剪性能试验,研究了锈蚀钢筋混凝土简支梁斜截面破坏过程和特征,结果表明:纵筋锈蚀造成混凝土和钢筋之间粘结能力下降,纵筋和混凝土之间容易出现滑移,裂缝开展较快;纵筋锈蚀降低了受弯构件抗弯刚度和受剪承载力。

关 键 词:纵筋锈蚀  无腹筋梁  受剪承载力  挠度
文章编号:1006-0456(2007)04-0387-03
收稿时间:2007-09-15
修稿时间:2007-09-15

Experimental Research on Shear Capacity of Simple Supported Concrete Beam with Corroded Longitutal Reinforcements
XIONG Jin-gang,ZHU Jian-jun,LI Yan.Experimental Research on Shear Capacity of Simple Supported Concrete Beam with Corroded Longitutal Reinforcements[J].Journal of Nanchang University(Engineering & Technology Edition),2007,29(4):387-389,400.
Authors:XIONG Jin-gang  ZHU Jian-jun  LI Yan
Affiliation:School of Architectural Engineering, Nanchang University, Nanchang 330031, China
Abstract:Through the experiment of 6 corroded reinforced concrete beams without stirrups and 2 uncorroded reinforced concrete beams without stirrups,the effect of corrosion rate of longitudinal reinforcement on deformation,crack forming and development,bearing capacity of the simply supported reinforced concrete beams without stirrups are investigated.The test results show that the corrosion of the longitudinal reinforcements reduces the bonding capacity between the longitudinal reinforcement;a slippage is easily resulted between the longitudinal reinforcement and concrete;the crack is rapidly developed and the shear strength and bending stiffness of the beams are decreased.
Keywords:corrosion of longitudinal reinforcements  beams without stirrups  shear capacity  deflection
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