通过分析三维板架入水砰击的结构动力响应,引入等效静力系数,建立板架结构入水砰击的等效静力分析方法。系统地改变计算参数,分析了冲击速度、入水角度、网格尺寸、边界条件等因素对板架应力峰值和等效静力系数的影响,进而提出了一种评估船首外飘结构砰击强度的方法。该方法可以反映砰击载荷作用下局部板架的动态效应,又避免在单纯利用板架模型评估时,板架边界设置对应力响应峰值的影响。
Based on the analysis of the dynamic response of the three dimensional grillage during the water entry, the equivalent static coefficient (ESO) was introduced to establish the equivalent static analysis method for the calculation of the structural response of the grillage. Changing calculation parameters (impact velocity, deadrise angle, mesh size, boundary condition) of the grillage systematically, the influence of these parameters on the stress peak value and the ESO were analyzed, and then a method was proposed to assess the bow flare slamming strength. This method could not only reflect the dynamic effect of local grillage under slamming loads, but also avoid the influence of boundary conditions on the stress peak value when only the local grillage model was used to structural assessment.
2020,42(6): 20-24 收稿日期:2019-03-15
DOI:10.3404/j.issn.1672-7649.2020.06.004
分类号:U661.3
基金项目:国家自然科学基金资助项目(51709030;51679021);中央高校基本科研业务费资助项目(3132019320);国家重点研发计划重点专项(2016YFC0301500)
作者简介:于鹏垚(1988-),男,博士,副教授,主要从事船海装备力学问题研究
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