用户名: 密码: 验证码:
A closed-form approximate solution of lateral buckling of doubly symmetric thin-walled members considering shear lag
详细信息    查看全文
文摘
To our knowledge, apart from a closed-form solution for a simply supported I-beam subjected to uniform moment, most buckling loads are obtained by numerical methods. By using Galerkin's method of weighted residuals, an accurate approximate solution for lateral buckling of simply supported I-beam is proposed in this paper. Due to fast convergence of the method, the solution can be written in closed form. The results compare well with the previous work including experimental results and optimal and finite element analytical results.

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700