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锈蚀钢筋混凝土梁抗弯刚度退化研究
引用本文:吴 锋,卓 杨,张 章.锈蚀钢筋混凝土梁抗弯刚度退化研究[J].水运工程,2013(3):86-90.
作者姓名:吴 锋  卓 杨  张 章
作者单位:上海交通大学,上海 200240;中交上海三航科学研究院有限公司,上海 200032;中交上海三航科学研究院有限公司,上海 200032;中交上海三航科学研究院有限公司,上海 200032
摘    要:在大量锈蚀钢筋混凝土梁试验数据的基础上,计算得到不同锈蚀方式和锈蚀率等情况下试验梁的抗弯刚度退化系数,拟合给出钢筋锈蚀率与梁抗弯刚度退化系数的理论计算公式,并通过对新制作的钢筋混凝土试验梁通电加速腐蚀试验,验证计算公式的可靠性和准确性。

关 键 词:钢筋锈蚀  钢筋混凝土梁  抗弯刚度  刚度退化系数

Degradation of flexural stiffness of reinforced concrete beams
WU Feng,ZHUO Yang and ZHANG Zhang.Degradation of flexural stiffness of reinforced concrete beams[J].Port & Waterway Engineering,2013(3):86-90.
Authors:WU Feng  ZHUO Yang and ZHANG Zhang
Institution:Shanghai Jiaotong University, Shanghai 200240, China;Shanghai Third Harbor Engineering Science & Technology Research Institute Co., Ltd., Shanghai 200032, China;Shanghai Third Harbor Engineering Science & Technology Research Institute Co., Ltd., Shanghai 200032, China;Shanghai Third Harbor Engineering Science & Technology Research Institute Co., Ltd., Shanghai 200032, China
Abstract:Based on a large number of test data of corroded reinforced concrete beam, flexural stiffness degradation coefficient about different corrosion methods and corrosion rate are obtained and a theoretical calculation formula of beam flexural stiffness degradation coefficient and rebar corrosion rate is fit. Then the reliability and accuracy of the formula are verified through the new reinforced concrete test beam of accelerated corrosion test.
Keywords:rebar corrosion  reinforced concrete beam  flexural stiffness  stiffness degradation coefficient
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