A Fluid-Structure Coupled Computational Model for the Certification of Shock-Resistant Elastomer Coatings

Wentao Ma, Xuning Zhao, Kevin G. Wang
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引用次数: 2

Abstract

Shock waves from underwater and air explosions are significant threats to surface and underwater vehicles and structures. Recent studies on the mechanical and thermal properties of various phase-separated elastomers indicate the possibility of applying these materials as a coating to mitigate shock-induced structural failures. To demonstrate this approach and investigate its efficacy, this paper presents a fluid-structure coupled computational model capable of predicting the dynamic response of air-backed bilayer (i.e. elastomer coating – metal substrate) structures submerged in water to hydrostatic and underwater explosion loads. The model couples a three-dimensional multiphase finite volume computational fluid dynamics model with a nonlinear finite element computational solid dynamics model using the FIVER (FInite Volume method with Exact multi-material Riemann solvers) method. The kinematic boundary condition at the fluid-structure interface is enforced using an embedded boundary method that is capable of handling large structural deformation and topological changes. The dynamic interface condition is enforced by formulating and solving local, one-dimensional fluid-solid Riemann problems, which is well-suited for transferring shock and impulsive loads. The capability of this computational model is demonstrated through a numerical investigation of hydrostatic and shock-induced collapse of aluminum tubes with polyurea coating on its inner surface. The thickness of the structure is resolved explicitly by the finite element mesh. The nonlinear material behavior of polyurea is accounted for using a hyper-viscoelastic constitutive model featuring a modified Mooney-Rivlin equation and a stress relaxation function in the form of prony series. Three numerical experiments are conducted to simulate and compare the collapse of the structure in different loading conditions, including a constant pressure, a fluid environment initially in hydrostatic equilibrium, and a two-phase fluid flow created by a near-field underwater explosion.
弹性体耐冲击涂层认证的流固耦合计算模型
水下和空中爆炸产生的冲击波对水面和水下交通工具和结构构成重大威胁。最近对各种相分离弹性体的力学和热性能的研究表明,应用这些材料作为涂层来减轻冲击引起的结构破坏的可能性。为了证明这种方法并研究其有效性,本文提出了一种流固耦合计算模型,该模型能够预测空气支撑双层结构(即弹性体涂层-金属衬底)在水中对静水和水下爆炸载荷的动态响应。该模型采用FIVER (finite volume method with Exact multi-material Riemann solvers)方法将三维多相有限体积计算流体力学模型与非线性有限元计算固体动力学模型耦合在一起。采用能够处理大的结构变形和拓扑变化的嵌入式边界方法来实现流固界面的运动边界条件。动态界面条件是通过建立和求解局部一维流固Riemann问题来实现的,该问题非常适合于传递冲击和脉冲载荷。通过对内表面涂覆聚脲的铝管的静水压和激波破坏的数值研究,验证了该计算模型的有效性。结构的厚度由有限元网格显式求解。采用修正的Mooney-Rivlin方程和prony级数形式的应力松弛函数的超粘弹性本构模型来解释聚脲的非线性材料行为。通过三个数值实验,模拟和比较了结构在恒压、初始静水平衡流体环境和近场水下爆炸形成的两相流体流动等不同加载条件下的倒塌过程。
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