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氯盐和硫酸盐侵蚀下RC梁受弯性能分析
引用本文:吴庆,曹俊镐,陈小健.氯盐和硫酸盐侵蚀下RC梁受弯性能分析[J].江苏科技大学学报(社会科学版),2013(4):322-325.
作者姓名:吴庆  曹俊镐  陈小健
作者单位:江苏科技大学土木工程与建筑学院,江苏镇江,212003
摘    要:考虑到氯盐对钢筋锈蚀会引起钢筋横截面损失和粘结强度下降,硫酸盐对混凝土侵蚀会引起混凝土强度改变,因此,建立受腐蚀钢筋混凝土( reinforced concrete ,RC)梁的有限元分析模型,利用大型有限元ANSYS分析软件,对腐蚀梁的受力性能进行模拟分析,模拟结果与实验结果吻合,说明采用非线性有限元方法分析锈蚀梁受力性能正确有效。

关 键 词:氯盐  硫酸盐  共同侵蚀  受弯性能

Analysis of bending behavior of RC beams corroded by sulfate and chloride
Wu Qing , Cao Junhao , Chen Xiaojian.Analysis of bending behavior of RC beams corroded by sulfate and chloride[J].Journal of Jiangsu University of Science and Technology:Natural Science Edition,2013(4):322-325.
Authors:Wu Qing  Cao Junhao  Chen Xiaojian
Institution:( School of Civil and Architecture Engineering, Jiangsu University of Science and Technology, Zhenjiang Jiangsu 212003, China)
Abstract:Considering the section area loss and the decrease of bonding strength of steel bars caused by the cor -rosion of chlorides and strength change of concrete by erosion of sulfates , the finite element analysis of the corro-ded reinforced concrete beam is established .To simulate the bearing capacity of the beam , analysis is compared with the results of the experiment .It turns out that it is reliable and accurate to use nonlinear finite element anal-ysis for the corroded reinforced concrete beam .
Keywords:chloride  sulfate  common erosion  flexural property
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