摘要
应用有限元程序ANSYS分析了静力荷载作用下钢-混凝土半刚性组合节点的荷载和变形非线性性能．有限元分析结果与节点试验结果的比较表明,所介绍的有限元简化模型具有较高的精确度,是进行钢-混凝土组合节点的设计及进一步研究的一个有用工具．
In this paper, all-purpose finite element program ANSYS was used to analyze the curve process of semi-rigid composite joints under static load. Compared with the theoretical calculations, the test outcome indicated that the precision of the introduced finite element model was high, and that the model was a useful tool to design and further research the semi-rigid composite joints.
出处
《南京工程学院学报（自然科学版）》
2005年第3期21-25,共5页
Journal of Nanjing Institute of Technology(Natural Science Edition)
关键词
组合结构
半刚性组合节点
有限元
非线性性能
composite structures
semi-rigid composite joints
finite element
nonlinear performance
