首页 | 本学科首页   官方微博 | 高级检索  
     


Buckling of a Timoshenko beam on elastic foundation with uncertain input data
Authors:Hlavacek   Ivan
Affiliation: 1 Mathematical Institute, Academy of Sciences of the Czech Republic, "Z"itná 25, CZ-115 67 Prague 1, Czech Republic
Abstract:A monotone dependence of the critical buckling load of a simplysupported Timoshenko–Mindlin beam both on the shear correctionfactor and on the stiffness of foundation is proved. Then theworst-scenario method is employed to find the ‘most dangerous’input data.
Keywords:beam buckling   elastic foundation   Timoshenko model   uncertain data   worst scenario.
本文献已被 Oxford 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号