首页 | 官方网站   微博 | 高级检索  
     

加劲肋对简支钢梁整体稳定性影响分析
引用本文:刘华峰,曹平周. 加劲肋对简支钢梁整体稳定性影响分析[J]. 常州工学院学报, 2005, 18(Z1): 21-23
作者姓名:刘华峰  曹平周
作者单位:河海大学土木工程学院,江苏,南京,210098
摘    要:运用有限元ANSYS程序,重点分析了在均布荷载下,横向加劲肋对钢梁的整体稳定承载力的影响。通过对横向加劲肋不同布置情况的钢梁构件的计算,将得到的钢梁整体稳定临界承载力数值与同条件下没设加劲肋时的钢梁承载力进行对比,得出了加劲肋与钢梁整体稳定承载力提高系数η的规律,提出了考虑横向加劲肋影响时简支钢梁在均布荷载作用下整体稳定性计算公式。

关 键 词:钢梁  整体稳定性  横向加劲肋
修稿时间:2005-10-15

The Effect of the Horizontal Stiffening Rib on the Overall Stability of the Simply Supported Steel Beam
LIU Hua-feng,CAO Ping-zhou. The Effect of the Horizontal Stiffening Rib on the Overall Stability of the Simply Supported Steel Beam[J]. Journal of Changzhou Institute of Technology, 2005, 18(Z1): 21-23
Authors:LIU Hua-feng  CAO Ping-zhou
Abstract:In this paper, the Finite Element Method is applied to analyse the effect of horizontal stiffening rib on stabih'ty of steel beam under the uniformly distributed loads. Considering different shapes of horizontal stiffening ribs, the paper gets the beam's stable carrying capacity. By comparing the results with those without horizontal stiffening ribs, the enhancing coefficient 77 is presented in this article to measure the horizontal stiffening rib's contribution to the overall stabih'ty of the beam,and the corresponding estimate formula of stable capacity with the horizontal rid is given.
Keywords:steel beam  overall stability  horizontal stiffening rib  
本文献已被 CNKI 万方数据 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-23

京公网安备 11010802026262号