摘要
采用通用有限元分析软件对混凝土后锚固受拉节点进行了模拟计算分析,通过比较不同螺栓直径、螺栓间距的条件下锚板的受力性能,探讨了锚板厚度与螺栓间距、直径的关系以及为保证锚板的出平面刚度应采用的厚度。
It takes the general finite element analyzing software to make a simulated calculating analysis of concrete tensile anchor connections. Through the comparison of the force property of anchor plate under different bolt diameter, bolt spacing, it discusses the relation between anchor plate thickness, bolt diameter and spacing as well as the thickness that should be taken to guarantee the stiffness that is out of the surface of anchor plate.
出处
《山西建筑》
2009年第6期3-4,共2页
Shanxi Architecture
关键词
钢构件
混凝土墙
端板连接
锚板
出平面刚度
steel parts, concrete wall, end-plate connection, anchor plate, the stiffness that is out of the surface
