摘要
本文从分析带压型钢板的栓钉剪力连接件的推出试验破坏形态入手,提出一简化的计算模型,由平衡条件导出了计算栓钉连接件的静力强度计算公式.该公式与国际上较为流行的公式相比,具有概念明确、形式简单等优点,而且试验值与计算值吻合很好.
Based on the analysis of fail modes of pushout specimen, which have stud shear connectors and profiled steel sheets. In this paper, A simple calculation mode is presented and calculation formulers of stud shear connectors are deduced from the balance condition. Compared with the current formulers. They have many meits such as clear concept, simple form, otherwise, the Calculation results have a good agreement. With the experiment's.
关键词
剪力连接件
强度
压型钢板
栓钉
Composite Structure
Shear Lonnector
Strength
