Numerical analysis of large elasto-plastic deflection of constant curvature beam under follower load
详细信息    查看全文
文摘

An explicit approach presented to solve highly non linear problem.

Moment-curvature based incremental constitutive law presented.

Elastic results validated with literature.

New results presented in non-dimensional form.

© 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