2) channel columns with inclined simple edge stiffeners
斜卷边槽钢柱
3) lipped channels
卷边槽钢
1.
This paper presents a set of simple formulae for the elastic distortional buckling loads of cold-formed lipped channels subjected to eccentric compression or pure bending.
该文以理论研究成果为基础,结合应用有限条屈曲分析程序,对冷弯卷边槽钢在偏心受压和纯弯曲下的弹性畸变屈曲荷载进行了深入细致的分析。
2.
Based on this point, the direct strength method for calculating the ultimate load-carrying capacity about the minor axis of pin-ended lipped channels under eccentric compressive axial load acted in the plane of major axis is proposed.
利用ANSYS分析确定了卷边槽钢截面的有效形心偏移量,并建立了有效形心偏移的计算公式。
4) lipped channel
卷边槽钢
1.
Experimental research on lipped channel columns and lipped angle columns;
卷边槽钢柱和卷边角钢柱的试验研究
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.
Interaction of local buckling and effective width of the compression flange in lipped channels under bending (Ⅰ);
薄壁卷边槽钢梁板件相关屈曲分析及受压翼缘的有效宽厚比（Ⅰ）
5) cold-formed channel column
冷弯薄壁卷边槽钢柱
1.
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。
6) channel section with outer edge
外卷边槽钢
1.
Numerical simulation of multi-pass roll forming of channel section with outer edge;
外卷边槽钢多道次辊弯成型数值模拟
2.
method) was established to simulate roll forming process of channel section with outer edge.
法 ) ,建立了弹塑性大变形样条有限条法 ,并将其用于模拟外卷边槽钢辊弯成型过程 ,分析了带材的变形特点 ,获得了变形带材的三维位移场、应变场和应力场· 算例表明 ,变形带材的角部出现横向压应变峰值 ,外卷边轧辊前部位出现纵向拉应变峰值· 另外 ,带材的横向变形是主要的 ,纵向变形较小
补充资料：柱卷
1.法冠后部上端卷曲的两根铁柱。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条