李功荣, 谌伟, 邱屿, 等. 夹芯复合材料板架强度试验及典型节点疲劳试验验证研究[J]. 中国舰船研究, 2024, 19(X): 1–7. DOI: 10.19693/j.issn.1673-3185.03441
引用本文: 李功荣, 谌伟, 邱屿, 等. 夹芯复合材料板架强度试验及典型节点疲劳试验验证研究[J]. 中国舰船研究, 2024, 19(X): 1–7. DOI: 10.19693/j.issn.1673-3185.03441
LI G R, SHEN W, QIU Y, et al. Strength test of sandwich composite structure and fatigue life study of typical bolted joints[J]. Chinese Journal of Ship Research, 2024, 19(X): 1–7 (in Chinese). DOI: 10.19693/j.issn.1673-3185.03441
Citation: LI G R, SHEN W, QIU Y, et al. Strength test of sandwich composite structure and fatigue life study of typical bolted joints[J]. Chinese Journal of Ship Research, 2024, 19(X): 1–7 (in Chinese). 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试验验证研究

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

  • 摘要:
    目的 随着夹芯复合材料开始在船舶结构中的广泛应用,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,本文通过试验方法和有限元方法对板架在0.1 MPa均布载荷作用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,设计了两个等效疲劳试验节点,通过试验方法对钢-夹芯复合材料结构的疲劳寿命进行了考核验证,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要求的500万次。

     

    Abstract:
    Objectives In the application of sandwich composite materials in ship structures, in order to ensure the strength characteristics of the structure, bolt connection is usually used between the sandwich composite structure and steel main hull. However, 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, requiring strength and fatigue checks.
    Methods For a full-scale steel-sandwich composite plate frame structure, the strength characteristics of the plate frame under a 0.1 MPa uniform load are studied via the test method and finite element method.
    Results By comparing the measured test results and calculated finite element results, it is found that the error between them is less than 10% and the finite element method has high calculation accuracy.
    Conclusions Based on the finite element method, fatigue tests for two equivalent bolted joints are designed by means of structural stress equivalence, and the fatigue life of the steel-sandwich composite structure is checked and verified. It is found that the fatigue life of the plate structure under the design load meets the design requirement of 5 million times.

     

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