摘要
对未增强构件和采用碳纤维复合材料增强构件的受弯承载力进行了有限元计算,利用有限元软件ANSYS对单向及双向地震往复荷载综合作用下加固混凝土柱的抗震性能进行了模拟,并将计算结果进行了比较,结果表明有限元建模方法的可行性,为加固工程的试验及工程施工提供了有效的理论分析方法。
It carries out finite element calculation on flexural capacity of the member not being strengthened and the one strengthened by carbon fiber composite materials, simulates shock resistant performance of reinforced concrete column under comprehensive actions of single and double-direction reciprocating load with finite element software ANSYS, and compares the computing results, which shows the feasibility of finite element molding method, in order to offer effective theoretical analysis method for test and construction of strengthening engineering.
出处
《山西建筑》
2007年第11期82-84,共3页
Shanxi Architecture
关键词
钢筋混凝土
碳纤维复合增强材料
加固
有限元法
reinforced concrete, carbon fiber composite reinforced material, strengthen, finite element
