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1)  Closed-hat section
闭口帽型截面
2)  hat section
帽型截面
1.
The bearing capacity behavior of 550MPa high strength cold-formed steel lapped continuous hat section battens under bending is studied.
对550MPa高强冷弯薄壁型钢帽型截面搭接式连续檩条受力性能进行了试验研究。
2.
The bearing capacity behavior of 550MPa high strength cold-formed steel simple and continuous hat section battens under bending has been studied.
对550MPa高强冷弯薄壁型钢帽型截面简支檩条和两跨连续檩条的受力性能进行了试验研究,27根简支檩条试件和24根两跨连续檩条试件的试验结果表明:厚度为0。
3)  box cross section
闭口箱截面
4)  closed thin_walled beam
闭口薄壁截面梁
5)  thin-walled straight bar with close section
闭口薄壁截面直杆
1.
Based on Mises yielding condition theory,incremental theory and the assumption that the material is ideal elastoplastic,this paper obtained stress components of thin-walled straight bar with close section under tension,compression and torsion combined deformation by using non-dimensional method.
基于Mises屈服条件和增量理论,在理想弹塑性模型框架下,通过无量纲计算,求解闭口薄壁截面直杆在压、扭组合变形下应力分量解析解。
6)  closed section
封闭截面
1.
According to the theory of thin-walled bar with closed section,a combined mod-el is esta blished of coupling deformation,and an accurate method of analysing stresses between lay-ers is suggested.
用封闭截面薄壁杆理论建立的夹芯杆耦合变形的组合模型得到了芯层应力和层间结合应力的精确化分析方法,并给出了箱形截面杆的分析结果。
补充资料:新裁道帽示帽工
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