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】复合材料目前在船舶的上层建筑中有较广泛的应用,而研究其中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,不仅对于维护船舶的结构与性能安全具有重要意义,而且可以为后续复合材料连接结构的性能优化设计提供支撑。【方法】本文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两个方面进行研究。【结果】试验结果表明结构在弯矩达到50.92 kN·m时达到承载能力极限,而通过数值仿真得到的极限弯矩大小为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的脱粘,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】模型数值仿真得到的极限载荷和失效模式与试验结果吻合较好,表明采用渐进损伤分析方法能够较好的模拟复杂连接结构的失效过程。

     

    Abstract: Objectives:Composite materials are widely used in the superstructure of ships,and the study of the ultimate strength and gradual failure process of large-scale composite structural connectors is not only of great significance for maintaining the structural and performance safety of ships, but also support for the performance optimization design of subsequent composite structures. Methods:In this paper, the study is carried out from two aspects:structural test and numerical simulation for the bolted connection structure of the steel base and the composite stiffened plate of a certain equipment on the ship. Results:The test results show that the structure reaches the limit of bearing capacity when the bending moment reaches 50.92 kN·m, and the ultimate bending moment obtained by numerical simulation is 52.86 kN·m. The main failure mode of the structure is the debonding of the adhesive layer of the cap rib and the sandwich panel, at the same time, the fiber fracture and matrix cracking of the sandwich panel occur in the bolted connection area. Conclusions: The ultimate load and failure mode obtained by numerical simulation are in good agreement with the test results, which indicates that the progressive damage analysis method can better simulate the failure process of complex connection structures.

     

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