偏心受剪角焊缝承载力的极限强度计算法  

Calculation of Fillet Welding Seals Connections Supported Eccentric Shear Force on the Basis of Ultimate Strength Theory

作　　者：邢建龙 朱召泉[1] 

机构地区：[1]河海大学土木工程学院,江苏南京210098

出　　处：《华东船舶工业学院学报》2004年第6期71-75,共5页Journal of East China Shipbuilding Institute(Natural Science Edition)

摘　　要：介绍了从极限状态的概念出发计算偏心受剪角焊缝连接的计算方法,并推导了实用设计公式。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方法计算的差别。结果表明:极限强度法比传统的弹性方法更合理,而且也便于实际工程应用。Introduces calculation of fillet welding seal connections supported eccentric shear force on the basis of ultimate strength theory and deduces an applied design formula and compares ultimate strength method with elastic method through several examples.The results indicate that ultimate strength method is more reasonable and economical.

关 键 词：极限强度法 瞬时转动中心 极限承载力 

分 类 号：TU312[建筑科学—结构工程]