1) steel tubular joint
钢管节点
1.
State of the art and key issues on performance-based design of steel tubular joints;
钢管节点性能化设计的研究现状与关键问题
2) RHS T-joints
方钢管节点
1.
Two different geometry RHS T-joints are simulated and analyzed using finite element method,also the effect of the length and thickness of reinforced chord to the bearing capacity of the T-type RHS joints is studied through reinforcing the chord thickness with various length and thickness of reinforced chord.
采用有限元方法对2个不同尺寸的T型方钢管节点进行了有限元模拟和分析,并对2个T型节点的主管进行了加厚,研究了两个加厚参数加厚长度L_C和加厚厚度t_C对2个T型方钢管节点承载力的影响。
3) tubular overlapped joints
钢管搭接节点
1.
State of research on tubular overlapped joints;
钢管搭接节点的研究现状
2.
The paper introduces the classification of tubular overlapped joints,the development of re- searching tubular overlapped in domestic and abroad.
本文介绍了钢管搭接节点类型,国内外对其节点性能试验、强度计算研究和研究方法的进展,并提出了作者对搭接节点进一步研究课题的看法。
4) steel tubular joints
钢管相贯节点
1.
The basic classification of tubular joints is introduced,five difficult common problems in the research of ultimate strength of steel tubular joints are described.
简述钢管相贯节点的基本类型,揭示目前对于钢管相贯节点极限承载力研究中存在的5个较为常见的疑难问题:钢管节点刚度假定、极限承载力的确定、有限元单元类型的选取、有限元模型约束的模拟和考虑弦杆荷载的规范公式的使用。
5) drum-type steel tubular joint
鼓型钢管节点
1.
A new structure named drum-type steel tubular joint is invented on the basis of its characteristics.
根据圆钢管相贯节点的特性,提出了鼓型钢管节点构造形式,利用ANSYS非线性有限元分析方法,分别计算了在主支管相交区设置了不同方式、不同数量、不同厚度和大小加强环的鼓型钢管节点的极限承载力和刚度,并与非加强K型钢管相贯节点的极限承载力比较。
6) circular hollow section welded joint
圆钢管相贯节点
1.
Cast ball-and-socket joint is used as the column support,while circular hollow section welded joint is used at the top of the tube.
北京奥运会老山自行车馆的屋顶采用了双层球面网壳结构,柱脚及柱顶分别采用了铸钢球铰支座和圆钢管相贯节点。
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