1) hollow steel tube
空钢管
1.
Comparison experimental research on the ultimate strength of gusset plate joints of hollow steel tubes(HST) and concrete-filled steel tubes(CFST) were carried out in 12 specimens.
试验结果表明:空钢管试件在达到极限荷载时,节点板下空钢管发生严重局部屈曲而丧失承载力;钢管混凝土节点则在节点板下只发生轻微局部屈曲现象,具有较高的承载力。
2.
Based on the method of construction safety analysis on hollow steel tube of concrete filled steel tubular(CFST) frame structures previously presented by reference[1],a finite element analysis(FEA) modeling was introduced and performed for hollow steel tubes in a 12-storey CFST frame structure under construction loads.
基于文献[1]钢管混凝土结构施工安全性的研究思路,建立了多层钢管混凝土框架中的空钢管结构施工受力分析的有限元模型。
2) empty-sunken steel tube
空拔钢管
1.
FEA on empty-sunken steel tube based on ANSYS/LS-DYNA;
基于ANSYS/LS-DYNA的空拔钢管有限元分析
3) cold drawing steel tube produced without mandrel
钢管空拔
4) KK-type CHS
空间KK型圆钢管
1.
FEM Research on Ultimate Capacity of KK-type CHS Joints;
空间KK型圆钢管相贯节点极限承载力有限元模型研究
5) spatial steel pipe truss
空间钢管桁架
1.
In this article, author introduces installation methods of spatial steel pipe truss of hyperbolic dome steel structure roof of Ji nan International Airport.
介绍了济南国际机场双曲面穹顶钢结构屋盖空间钢管桁架的安装工艺,在充分分析该工程的空间钢管桁架力学特点的基础上,对主桁架分别采用"三段式"综合安装工艺、"两段式"安装工艺、"一段式"安装工艺进行施工。
补充资料：宝鸡石油钢管厂大口径薄壁钢管的φ508排辊成形机组
宝鸡石油钢管厂大口径薄壁钢管的φ508排辊成形机组
宝鸡石油钢管厂大口径薄壁钢管的中508排辊成形机组
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