江雪, 张少钦. 带嵌入式面承板的RCS组合节点抗剪性能有限元分析[J]. 南昌航空大学学报(自然科学版), 2016, 30(4): 57-63. DOI: 10.3969/j.issn.1001-4926.2016.04.010
引用本文: 江雪, 张少钦. 带嵌入式面承板的RCS组合节点抗剪性能有限元分析[J]. 南昌航空大学学报(自然科学版), 2016, 30(4): 57-63. DOI: 10.3969/j.issn.1001-4926.2016.04.010
JIANG Xue, ZHANG Shao-qin. Finite Element Analysis of Shear Performance for RCS Composite Joint with Inset Bearing Plate[J]. Journal of nanchang hangkong university(Natural science edition), 2016, 30(4): 57-63. DOI: 10.3969/j.issn.1001-4926.2016.04.010
Citation: JIANG Xue, ZHANG Shao-qin. Finite Element Analysis of Shear Performance for RCS Composite Joint with Inset Bearing Plate[J]. Journal of nanchang hangkong university(Natural science edition), 2016, 30(4): 57-63. DOI: 10.3969/j.issn.1001-4926.2016.04.010

带嵌入式面承板的RCS组合节点抗剪性能有限元分析

Finite Element Analysis of Shear Performance for RCS Composite Joint with Inset Bearing Plate

  • 摘要: 在典型RCS节点构造的基础上,探索一种带嵌入式面承板的新型节点构造的抗剪性能。基于大型有限元软件ANSYS进行新型与传统节点的对比模拟分析。通过模拟计算得到梁端荷载-侧移曲线,再利用节点弯矩平衡得到节点的抗剪承载力值。计算结果表明新型节点构造可以有效提高节点的抗剪承载力。

     

    Abstract: A new joint with inset bearing plate is explored which based on typical RCS joint configurations. Finite element software ANSYS is applied to compare new and traditional joints. By calculating, beam load-lateral curves are obtained, then bending moment balance formula is used to obtain shearing capacity. The results show that the new joint configuration can improve shear capacity effectively.

     

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