首页 | 本学科首页   官方微博 | 高级检索  
     检索      

应用动态松驰法分析大挠度弹塑性板的极限承载力
引用本文:李敏,强士中.应用动态松驰法分析大挠度弹塑性板的极限承载力[J].西南交通大学学报,1993,6(6):19-22.
作者姓名:李敏  强士中
作者单位:西南交通大学图书馆,西南交通大学桥梁及地下工程系 成都 610031,成都 610031
摘    要:应用动态松弛法(简称DRM)和分层法结合,分析几何、物理非线性薄板在横向荷载 作用下的承载能力,讨论了不同边界条件对板的极限状态的影响。 

关 键 词:承载力    挠度    动态松弛法    

Analysis of Bearing Capacity of Large Deflection Elasto-Plastic Plates with Dynamic Relaxation Method
Li Min,Qiang Shizhang Library,Southwest Jiaotong University,Chengdu ,China Dept.of Bridge and Underground Eng.,Southwest Jiaotong University,Chengdu ,China.Analysis of Bearing Capacity of Large Deflection Elasto-Plastic Plates with Dynamic Relaxation Method[J].Journal of Southwest Jiaotong University,1993,6(6):19-22.
Authors:Li Min  Qiang Shizhang Library  Southwest Jiaotong University  Chengdu  China Deptof Bridge and Underground Eng  Southwest Jiaotong University  Chengdu  China
Institution:Li Min,Qiang Shizhang Library,Southwest Jiaotong University,Chengdu 610031,China Dept.of Bridge and Underground Eng.,Southwest Jiaotong University,Chengdu 610031,China
Abstract:The bearing capacity of & geometrical and material nonlinear, isotropic thin plate under the action of transverse loading is analyzed by combining the dynamic relaxation method with multilayer method, with the influence of boundary conditions on the ultimate state of the plate studied.
Keywords:bearing capacity  deflection  dynamic relaxation method  plate
本文献已被 CNKI 等数据库收录!
点击此处可从《西南交通大学学报》浏览原始摘要信息
点击此处可从《西南交通大学学报》下载免费的PDF全文
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