摘要
介绍了按极限强度法计算承受偏心剪力的普通螺栓连接计算方法 ,通过算例比较了按极限强度法和按目前工程设计中常用的弹性法计算的差别。结果表明 ,极限强度法比传统的弹性方法更合理、更经济。
This paper introduces calculation of bolt connectin supported by eccentric sheal force on the basis of ultimate strength and compares ultimate strength method with elastic method.The results indicate that ultimate strength method is more reasonable and economical.
出处
《河北理工学院学报》
2003年第2期1-4,10,共5页
Journal of Hebei Institute of Technology
