期刊文献+
共找到1篇文章
< 1 >
每页显示 20 50 100
Stress concentration coefficients of optimized cope-hole welded detail
1
作者 Ping Liao Renda Zhao +3 位作者 Xing Wei Yi Jia Lingzhi Cui yongbao wang 《Journal of Modern Transportation》 2017年第4期279-286,共8页
The fatigue performance of optimized welded detail has been investigated by fatigue experiments of three welded specimens under different loadings.In addition,local finite element models of this welded detail were est... The fatigue performance of optimized welded detail has been investigated by fatigue experiments of three welded specimens under different loadings.In addition,local finite element models of this welded detail were established using finite element software ANSYS.The influences of different factors such as plate thickness,plate gap and initial geometric imperfections on the stress concentration coefficient(SCC) were discussed.The experimental results indicate that the fatigue life of three specimens for this welded detail is 736,000,1,044,200 and 1,920,300 times,respectively.The web thickness,the filler plate thickness and the initial geometric imperfection have relatively less effect on the SCCs of this welded detail.However,cope-hole radius is influential on the SCCs of the web and the weld.The SCC of weld is significantly affected by the weld size and plate gap,but the SCCs of other parts of the welded detail are hardly affected by the plate gap. 展开更多
关键词 Steel bridge Optimized welded detail Fatigue performance Fatigue experiment Stress concentration coefficient(SCC) Cope hole Plate thickness Initial geometric imperfection
在线阅读 下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部