李功荣, 谌伟, 邱屿, 雷加静, 何其健. 夹芯复合材料板架强度试验及典型节点疲劳寿命研究[J]. 中国舰船研究. DOI: 10.19693/j.issn.1673-3185.03441
引用本文: 李功荣, 谌伟, 邱屿, 雷加静, 何其健. 夹芯复合材料板架强度试验及典型节点疲劳寿命研究[J]. 中国舰船研究. DOI: 10.19693/j.issn.1673-3185.03441
Strength test of sandwich composite structure and fatigue life study of typical joints[J]. Chinese Journal of Ship Research. DOI: 10.19693/j.issn.1673-3185.03441
Citation: Strength test of sandwich composite structure and fatigue life study of typical joints[J]. Chinese Journal of Ship Research. DOI: 10.19693/j.issn.1673-3185.03441

夹芯复合材料板架强度试验及典型节点疲劳寿命研究

Strength test of sandwich composite structure and fatigue life study of typical joints

  • 摘要: 【目的】随着夹芯复合材料开始在船舶结构中的应用,为保证结构的强度特性,夹芯复合材料结构与钢质主船体之间通常采用螺栓连接,但由于孔周围的局部应力集中及连接位置的边界效应,螺栓连接位置通常为结构最危险的位置,需要进行强度及疲劳校核。【方法】针对一实尺度钢-夹芯复合材料板架结构,本文通过试验方法及有限元方法对板架在0.1 MPa均布载荷下的强度特性进行了研究,【结果】通过对比试验测量结果与有限元计算结果发现有限元计算结果与试验测量结果之间的误差在10%以内,有限元方法具有较高的计算精度。【结论】因此基于有限元方法,通过结构应力等效的方式设计两个等效局部连接节点的疲劳试验,对钢-夹芯复合材料结构的疲劳寿命进行考核验证,通过研究发现,板架结构在设计载荷下的疲劳寿命满足设计的500万次的要求。

     

    Abstract: Objectives With the beginning of the application of sandwich composite materials in ship structure, in order to ensure the strength characteristics of the structure, bolt connection is usually used between the sandwich composite structure and the steel main hull, but due to the local stress concentration around the hole and the boundary effect of the connection position, the bolt connection position is usually the most dangerous position of the structure, strength and fatigue checks are required. Methods For a full-scale steel-sandwich composite plate frame structure, the strength characteristics of the plate frame under 0.1MPa uniform load were studied by test method and finite element method. Results By comparing the measured results of the test and the calculated results of the finite element method, it was found that the error between the calculated results of the finite element method and the measured results of the test is less than 10%, and the finite element method has a high calculation accuracy. Conclusions Therefore, based on the finite element method, fatigue tests of two equivalent local joints were designed by means of structural stress equivalence, and the fatigue life of the steel-sandwich composite structure was checked and verified. It was found that the fatigue life of the plate structure under the design load met the design requirement of 5 million times.

     

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