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受腐蚀钢筋混凝土梁抗弯性能研究
引用本文:易美英,方从启,王艺霖,程书剑. 受腐蚀钢筋混凝土梁抗弯性能研究[J]. 低温建筑技术, 2008, 0(1): 51-53
作者姓名:易美英  方从启  王艺霖  程书剑
作者单位:上海交通大学土木工程系,上海,200240
摘    要:通过3根未腐蚀和12根腐蚀钢筋混凝土梁的抗弯试验,研究重复荷载下钢筋腐蚀率对钢筋混凝土梁变形、裂缝、承载力及破坏机理的影响。根据实验数据得出混凝土梁承载力随钢筋腐蚀率的变化规律。同时拟合出钢筋腐蚀率对钢筋与混凝土协同工作系数的影响,提出了受腐蚀梁在重复荷载下的抗弯承载力计算公式。

关 键 词:钢筋腐蚀  重复荷载  承载力
文章编号:1001-6864(2008)01-0051-03
收稿时间:2007-09-27
修稿时间:2007-09-27

THE BENDING RESISTANCE BEHAVIORS OF CORRODED REINFORCED CONCRETE BEAM
YI Mei-ying,FANG Cong-qi,WANG Yi-lin,CHENG Shu-jian. THE BENDING RESISTANCE BEHAVIORS OF CORRODED REINFORCED CONCRETE BEAM[J]. Low Temperature Architecture Technology, 2008, 0(1): 51-53
Authors:YI Mei-ying  FANG Cong-qi  WANG Yi-lin  CHENG Shu-jian
Affiliation:YI Mei-ying,FANG Cong-qi,WANG Yi-lin,CHENG Shu-jian(Shanghai Jiaotong University,Shanghai 200240,China)
Abstract:The effect of steel corrosion on reinforced concrete beam was studied regarding the deformation, cracking, beating capacity and the failure mechanism of the beam under repeated loading. Fifteen samples, including 3 tmcorroded and 12 corroded reinforced concrete beams were tested. The relationship between the beating capacity of the beam and the corrosion level was presented based on the results. The effect of corrosion level on the coordination coefficient between concrete and the steel reinforcement was presented. The formula for calculating the bearing capacity of corroded beams under repeated loading was suggested.
Keywords:steel corrosion   repeated loading   beating capacity
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