摘要
通过有限元软件ANSYS建立波纹钢腹板钢梁有限元模型,对模型进行特征值屈曲分析,并通过与平腹板钢梁模型进行对比,探讨波纹钢腹板的屈曲特性。
The article introduces the eigenvalue bucking analysis of model by the finite element software ANSYS to establish the finite element model of corrugated steel web girder, and discusses the bucking characteristics of corrugated steel web by the comparison with flat steel web girder model.
出处
《城市道桥与防洪》
2014年第12期167-169,192,共4页
Urban Roads Bridges & Flood Control
关键词
有限元
波纹钢
腹板
屈曲
finite element,corrugated steel,web,buckling
