Local and distortional buckling are important buckling modes for cold-formed thin-walled open sections.
局部屈曲和畸变屈曲是冷弯薄壁开口截面重要的屈曲模式。
In the problem of how to judge distortional buckling, a good method is use load-axial displacement curve.
在畸变屈曲的判断标准的问题上，可以采用荷载—轴向位移法，亦可以采用荷载—横向应变法。
As one of the strength-governing modes for cold-formed channel columns, distortional buckling is receiving more attentions.
畸变屈曲作为控制冷弯薄壁卷边槽钢柱承载力的重要模式之一，正逐步受到国内外研究人员的重视。
This paper emphasizes the interaction of plate local buckling, the calculation of section distortional buckling stresses and the interaction of three buckling modes.
本文着重介绍板件的相关屈曲和计算截面畸变屈曲应力的方法并阐述了三种屈曲模式之间的相关关系。
This paper emphasizes the interaction of plate local buckling, the calculation of section distortional buckling stresses and the interaction of three buckling modes.
本文着重介绍板件的相关屈曲和计算截面畸变屈曲应力的方法并阐述了三种屈曲模式之间的相关关系。
应用推荐