摘要
利用ANSYS有限元软件对压型钢板组合梁模型进行了有限元数值模拟分析,将有限元分析结果与试验结果进行了比较,验证了模型的合理性,利用ANSYS软件对压型钢板组合梁在栓钉布置方式和混凝土板强度影响下交界面的滑移性能进行了探讨。
It applies ANSYS software to make a finite element value simulation analysis of composite beams with profiled sheeting model, compares finite element analyzing result with experimental result, verifies the reasonability of this model, and discusses the stud shear connector layout way of composite beams with profiled sheeting and the sliding property of interface under the strength of concrete slabs with the using of ANAYS software.
出处
《山西建筑》
2008年第29期86-88,共3页
Shanxi Architecture
关键词
ANSYS
压型钢板组合梁
交界面
滑移性能
ANSYS, composite beams with profiled sheeting, interface, sliding property
