首页 | 本学科首页   官方微博 | 高级检索  
     

均布载荷下固支加筋板结构的大变形
引用本文:刘土光,唐文勇,王殿卿. 均布载荷下固支加筋板结构的大变形[J]. 华中科技大学学报(自然科学版), 1996, 0(1)
作者姓名:刘土光  唐文勇  王殿卿
作者单位:华中理工大学船舶和海洋工程系
摘    要:对计及膜力影响、受均布载荷的四周固支矩形加筋板组合结构进行了刚塑性大变形分析.首先对变形模态建立了判别条件;进而根据变形模态和塑性铰线的内能耗散获得了残余变形的估算公式.经实例计算,并与ADINA程序计算结果作了比较,获得了变形模态和最大残余变形值均相当一致的好结果.

关 键 词:加筋板;刚塑性;变形模态;残余变形

The Large Deflection of a Structure with Stiffened Clamped Plates under a Uniformly Distributed Load
Liu Tuguang,Tang Wenyong,Wang Dianqing. The Large Deflection of a Structure with Stiffened Clamped Plates under a Uniformly Distributed Load[J]. JOURNAL OF HUAZHONG UNIVERSITY OF SCIENCE AND TECHNOLOGY.NATURE SCIENCE, 1996, 0(1)
Authors:Liu Tuguang  Tang Wenyong  Wang Dianqing
Affiliation:Liu Tuguang;Tang Wenyong;Wang Dianqing
Abstract:A rigid-plastic large deflection analysis is made for'a built-up structure with stiffened rectangular plates fully clamped around the periphery and subjected to a uniformly distributed load. The effect of the membrane force has been taken into consideration.The discriminants for the deflection modes is given. The formulae for the estimate of permanent deformation are derived from the denection mode and the internal energy dissipation of plastic hinge lines.The results of examples of calculation are compared with those obtained by ADINA program and found to be in fairly good agreement with the latter in both the deflection mode and the maximum permanent deformation.
Keywords:s:stiffened plate  rigid-plastic behavior  deflection model permanent deformation
本文献已被 CNKI 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