高强钢绞线网片-聚合物砂浆复合面层加固钢筋混凝土柱的数值模拟分析  

Simultation Analysis of RC Columns Strengthened by High-strength Steel Wire Mesh and Polymer Mortar

作　　者：王忠海[1] 姚秋来[1] 张立峰[1] 

机构地区：[1]中国建筑科学研究院工程抗震研究所,北京100013

出　　处：《工程抗震与加固改造》2008年第2期82-86,108,共6页Earthquake Resistant Engineering and Retrofitting

摘　　要：对采用高强钢绞线网片-聚合物砂浆复合面层加固后的钢筋混凝土柱进行ANSYS有限元模拟分析,研究了几种参数对试件的影响。通过与实际试验结果进行比较,发现理论分析结果与试验结果吻合较好,为该加固方法提供了有效的理论依据。The RC columns strengthened by high-strength steel wire mesh and polymer mortar are simulated and analyzed, and the factors affecting the behavior of the columns are studied. The result shows that it is in good agreement with the test result, and it provides the theoretical bases for the strengthening engineering.

关 键 词：高强钢绞线网 聚合物砂浆 有限元 ANSYS 

分 类 号：TU375.3[建筑科学—结构工程]