应用有限元软件ANSYS对不锈钢构件螺栓盖板连接节点承压性能的影响因素进行了有限元分析,并将欧洲规范与文献中试验数据进行了对比.计算结果表明:不锈钢构件螺栓抗剪连接的承压承载力随板厚、螺栓直径及端距的增大而增大,当螺栓直径和端距增加到一定数值,则承压承载力的提高逐渐减弱.
This paper analyzed the influencing factors on bearing performance of the bolted cover plate connection in stainless steel with finite element program ANSYS, and the values from tests and Eu- rocode are compared. Based on the analysis results, the bearing performance is enhanced with increas- ing of the thickness of plate, the diameter of bolt and the end distance. When the bolt diameter and the end distance increase to some value, the effect reduces.