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1)  spherical joints with tube and rib
带肋铸钢球管节点
2)  spherical cast steel joint
铸钢球节点
1.
Elastoplastic analysis and full scale experiment of a spherical cast steel joint used in steel reticulated shells of Chongqing Olympic Stadium was carried out.
为了对重庆奥林匹克体育中心网壳结构铸钢球节点承载安全性作出评价,本文对一关键节点进行了弹塑性分析和实体试验研究。
3)  cast steel hollow spherical joint with tube
铸钢空心球管节点
1.
Design and research of cast steel hollow spherical joint with tube;
铸钢空心球管节点的设计与研究
2.
Analysis of failure mechanism and influence factors on bearing capacity of cast steel hollow spherical joint with tube;
铸钢空心球管节点的破坏机理分析与承载力影响因素
4)  cast steel hollow spherical node
铸钢空心球管节点
1.
Numerical analysis of ultimate compressive bearing capacity of cast steel hollow spherical node;
铸钢空心球管节点受压极限承载力数值分析
2.
Numerical analysis of the cast steel hollow spherical node under different loadforms is carried out systematically and roundly for the requirement of development ofthis kind of node.
为满足目前铸钢空心球管节点发展的需要,本文对该类节点的各种受力情况进行了全面系统的数值分析。
5)  cast steel hollow spherical joints with tube
铸钢空心球管节点
1.
(1) Based on the elastic-plastic analysis theory, the hysteritec behaviors of cast steel hollow spherical joints with tube under cyclic loading is studied by nonlinear FEM.
(1)以弹塑性理论为基础,运用非线性有限元方法,分析了十几种不同规格的铸钢空心球管节点在反复荷载作用下的受力特性和滞回性能,得到了铸钢空心球管节点的应力分布规律、破坏模式和滞回曲线;通过对铸钢空心球管节点不同参数下的滞回曲线的比较分析,揭示了影响铸钢空心球管节点滞回性能的主要因素。
2.
Based on the elastic-plastic analysistheory, the static behavior is studied of cast steel hollow spherical joints with tubeunder tension and compression by the use of nonlinear FEM.
以弹塑性分析为基础,运用非线性有限元分析方法,分析了几十种不同规格的铸钢空心球管节点单向拉压状态下的受力特性,得到了节点的应力分布规律与拉压破坏模式,揭示了影响节点承载力的主要因素,并建立了节点的设计承载力公式。
6)  cast steel hollow spherical joint
铸钢空心球节点
1.
Comparison of performance between cast steel hollow spherical joint and welded hollow spherical joint;
铸钢空心球节点与焊接空心球节点的性能比较
补充资料:肋管
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性质:即内部设有筋的一种塑料管,一般在生产时使筋呈螺旋状熔融黏结制得,该管重量轻、力学性能好。

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