摘要
运用ANSYS程序对型钢混凝土构件的非线性有限元分析方法进行了研究,介绍了数值计算中所涉及到的材料模型定义、几何模型建立、单元划分、约束条件处理等问题,并得出了计算结果与试验结果吻合较好的结论。
The nonlinear finite element method for analysis of steel rein-forced concrete members was studied by ANASYS program. The major skills of numerical simulating such as the definition of the material property, establishment of the geometrical models, plotting of the element and the definition of the boundary conditions were fully illustrated, and draws a conclusion that calulation result is tally with testing result well.
出处
《山西建筑》
2007年第19期8-9,共2页
Shanxi Architecture
关键词
型钢混凝土
粘结滑移
本构关系
数值模拟
steel reinforced concrete（SRC）, bond-slip, constitutive relationship, numerical simulation
