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1)  elastic distortional buckling
弹性畸变屈曲
1.
Study on elastic distortional buckling of lipped channel beam-columns
卷边槽钢压弯构件弹性畸变屈曲研究
2)  elastic distortional buckli
弹性畸变屈曲应力
3)  distortional buckling
畸变屈曲
1.
Experimental study on distortional buckling of high strength cold-formed steel lipped channel columns under axial compression;
高强冷弯薄壁型钢卷边槽形截面轴压柱畸变屈曲试验研究
2.
On the distortional buckling coefficient of the compressed flange of lipped channel beams;
卷边槽钢梁受压翼缘畸变屈曲时的屈曲系数
3.
Simple formulae for distortional buckling loads of cold-formed lipped channel sections;
冷弯薄壁卷边槽钢的畸变屈曲荷载简化计算
4)  elastic buckling
弹性屈曲
1.
Two different forms of the wall system with and without stiffeners at two edges are considered in the analysis,and their elastic buckling loads and corresponding buckling modes are investigated theoretically.
提出一种新型的两侧边开缝的钢板剪力墙,并对其两侧边有无加劲肋的两种结构形式进行有限元弹性屈曲分析,分别讨论其临界屈曲荷栽和屈曲模态。
2.
This paper addersses its elastic buckling load and buckling mode under axial loading.
利用有限元软件ANSYS分析了梭形三肢钢管格构柱的几何参数对其弹性屈曲荷载和屈曲模态的影响。
5)  Section distortional buckling
截面畸变屈曲
6)  conditions of distortional buckling
畸变屈曲条件
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性质:除去导致变形的负荷以后,材料迅速回复其原来尺寸和形状的能力。当变形与所加负荷成正比时,该材料被认为是虎克弹性体或理想弹性体。应力和应变不满足线性关系,但仍保持单值关系称非线弹性。加载后经过一定时间后应力和应变才满足线性关系称滞弹性。

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