关于压弯钢构件腹板局部稳定性验算的探讨  

Discussion on Checking Computations of the Local Stability of Webs for Steel Members Under Flexural and Axial Loads

作　　者：赵峰[1] 郭耀杰[2] 

机构地区：[1]武汉科技大学,430070 [2]武汉大学,430072

出　　处：《建筑结构》2004年第2期15-16,共2页Building Structure

摘　　要：提出了直接考虑腹板最大使用压应力条件下 ,压弯构件腹板高厚比限值计算公式 ,该公式可用于非直接承受动力荷载的压弯钢构件腹板局部稳定性验算 ,可以省略钢结构设计规范关于压弯钢构件局部稳定验算中有效截面法的补充验算。实例计算表明 ,该公式在工程设计中是适用的。On the condition that the maximum stress of web is considered directly,it is put forward that the calculating formula of the limit of height to thickness ratio of web of steel member with flexure and axial load.The formula can be applied to check computations of the local stability of web of member with flexure and axial load under indirect dynamical load.It can be omitted that the supplement check of effective area method in code for design of steel structures.The calculations of examples show the formula is suitable to use in the design of engineering.

关 键 词：压弯钢构件 腹板 稳定性 动力荷载 钢结构 高厚比 应力 

分 类 号：TU391[建筑科学—结构工程]