船舶设备底座与复合材料加筋板连接极限强度特征分析

Analysis of the ultimate strength characteristics of the connection between the base of ship equipment and composite stiffened plate

  • 摘要:
    目的 为优化设计复合材料连接结构的性能,研究大型复合材料结构连接件的极限强度大小与渐进失效过程。
    方法 针对船上某设备钢制底座与复合材料加筋板的螺栓连接结构,从结构试验与数值仿真2个方面进行极限强度与材料损伤研究。
    结果 试验结果显示,结构在弯矩达到50.92 kN·m时达到承载能力的极限,而通过数值仿真得到的极限弯矩大小则为52.86 kN·m。结构的主要失效形式为帽型筋与夹芯板面板连接面胶层脱粘,同时在螺栓连接区域,夹芯板出现纤维断裂与基体开裂。
    结论 研究表明采用的渐进损伤分析方法能够较好地模拟复杂连接结构的失效过程。

     

    Abstract:
    Objectives To optimize the performance of composite material connection structures, this study investigates the ultimate strength and progressive failure process of large composite connectors.
    Method Focusing on the bolted connection structure between a steel base of certain equipment on a ship and a composite stiffened plate, the research examines ultimate strength and material damage from both structural testing and numerical simulation.
    Results The testing results show that the structure reaches its load-bearing capacity limit when the bending moment reaches 50.92 kN·m, while the ultimate bending moment obtained from numerical simulation is 52.86 kN·m. The primary failure mode of the structure is the debonding of the adhesive layer at the connection between the hat shape stiffener and the honeycomb panel. At the bolted connection area, fiber breakage and matrix cracking occur in the honeycomb panel.
    Conclusion The study indicates that the adopted progressive damage analysis method can effectively simulate the failure process of complex connection structures.

     

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