1) 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。
2) cold-formed steel unlipped channel
冷弯薄壁非卷边槽钢
1.
Based on the experimental study on the cold-formed steel unlipped channels under concentrated bearing load, the feasibility about Perry formula applied in cold-formed steel structures is analyzed.
引用国际上最新的试验研究,本文对冷弯薄壁非卷边槽钢承受集中荷载时腹板压屈进行了研究。
3) cold-formed thin-walled lipped channel
冷弯薄壁卷边槽钢
1.
For flexural cold-formed thin-walled lipped channels,there are three fundamental buckling modes,which are plate local,section distortional and member flexural-torsional.
受弯的冷弯薄壁卷边槽钢基本上有板件局部屈曲,截面畸变屈曲和构件弯扭屈曲三种屈曲模式,随后有它们之间的相关屈曲。
5) cold-formed lipped-channel
冷弯卷边槽钢
1.
Local and distortional buckling of cold-formed lipped-channel column with V-stiffened web under axial compression force are investigated in this paper, the paper includes the fallowing main contents: (1)Elastic local buckling critical stress is predicted by eigenvalue buckling analysis of ANSYS, including interaction of the connected element.
本文对腹板V形加劲的冷弯卷边槽钢在轴向压力作用下的局部屈曲和畸变屈曲进行了研究,包括以下主要内容:(1)采用有限元分析软件ANSYS的特征值屈曲分析程序计算了有限元模型的弹性局部屈曲临界应力,分析中考虑了局部屈曲时的板组约束作用,在对大量计算结果Boltzmann拟和的基础上,得到了弹性局部屈曲临界应力的计算公式。
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