深海新型复合耐压球壳多工况内爆响应特性参数影响研究

Research on the influence of parameters on the implosion response characteristics of a new deep-sea composite pressure-resistant sphere under multi-working conditions

  • 摘要: 【目的】旨在探究不同工况下深海复合耐压球壳的内爆响应特性与防护效果。【方法】首先,基于深海复合耐压结构,采用任意拉格朗日-欧拉方法模拟内爆流固耦合过程;随后,通过与典型水下内爆试验进行结果对比,验证数值方法的有效性;最后,通过参数化讨论更全面地揭示复合耐压结构的内爆响应特性。开展不同工作水深、内爆触发方向及内爆触发数量下复合耐压结构内爆数值研究并分析其影响规律,分析了耐压结构壁厚对外部条件影响效果的作用,并比较了不同因素对陶瓷结构及复合结构在响应特性方面影响的异同。【结果】工作水深对复合耐压结构内爆响应特性影响较大。随着工作水深的降低,结构响应剧烈程度及流场压力的峰值得到明显的削弱。对于距离球心一倍半径的压力监测点,峰值分别降低了63.3%、71.7%。且对于总壁厚较薄的结构,这种弱化的程度将随之减小。内爆触发方向及内爆触发数量对复合耐压结构的内爆响应的影响并不显著。【结论】该研究揭示了深海复合耐压结构在不同外部条件下的内爆响应特性,研究结果对于水下内爆防护设计及工程应用有较好的参考价值。

     

    Abstract: Objectives To investigate the implosion response characteristics and protective effects of deep-sea composite pressure-resistant spheres under various conditions. Methods Firstly, based on deep-sea composite pressure-resistant structures, the Arbitrary Lagrangian-Eulerian method was employed to simulate the implosion fluid-structure interaction process. Subsequently, the effectiveness of the numerical method was verified by comparing the results with those from typical underwater implosion experiments. Finally, a parametric discussion was conducted to provide a more comprehensive understanding of the implosion response characteristics of the composite pressure-resistant structure. Numerical studies of the implosion of composite pressure-resistant structures under different working depths, implosion trigger directions, and numbers of implosion triggers were carried out, and their influence patterns were analyzed. The influence of the pressure-resistant structure wall thickness on the external conditions was also studied. The similarities and differences in the effects of different factors on the response characteristics of ceramic structures and composite structures were compared. Results Working depth significantly impacts the implosion response characteristics of composite pressure-resistant structures. As the working depth decreases, the intensity of the structural response and the peak value of the flow field pressure are notably weakened. For the pressure monitoring point located at a distance of one radius from the center of the sphere, the peak values were reduced by 63.3% and 71.7%, respectively。For structures with a relatively thin total wall thickness, the degree of this weakening will decrease accordingly. The implosion trigger direction and the number of implosion triggers have an insignificant effect on the implosion response of the composite pressure-resistant structure. Conclusions This study reveals the implosion response characteristics of deep-sea composite pressure-resistant structures under different external conditions. The research results provide valuable references for the design of underwater implosion protection and engineering applications.

     

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