1) K-type RHS-joints
K 型方管节点
1.
Static behavior of gapped K-type RHS-joints with one full-width branch;
8的间隙 K 型方管节点的静力工作性能进行了研究。
2) SHS K-joints
K型方钢管节点
3) Square chord and circular braces joints
K型方圆管节点
4) tubular K-joints
K型管节点
1.
Fatigue crack propagation analysis of tubular K-joints II: numerical;
海洋平台K型管节点的疲劳裂纹扩展分析 II:数值分析
2.
When the method KAW、DNV and EFT of calculating Stress Concentration Factor(for short SCF)supplied by software SACS are used to assess fatigue damage of the tubular joints,these results don't accord with the fact for the special tubular K-joints.
对于一些特殊的K型管节点,依据采用SACS软件提供的KAW、DNV及EFT法计算的应力集中系数对管节点疲劳寿命进行评价时,其结果与实际情况不符。
3.
The weld profile modeling method is put forward,and numerical modeling of tubular K-joints are established,including hollow tubular joint and concrete filled steel tubular joint,and research on stress concentration factors distribution is completed in this paper.
本文提出了焊缝模拟方法,建立了空心K节点及主管填充混凝土K节点的数值模型,研究了轴向平衡荷载作用下空心及填心K型管节点应力集中系数分布的规律,并与试验结果进行了比较,证明本文提出的数值模拟方法简单可靠,精确性好,可为管节点有限元分析提供借鉴。
5) overlapped RHS K-joint
K型方钢管搭接节点
6) stepped K-type RHS-joints
不等宽K型方管节点
补充资料：不方
1.无方。
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参考词条