We present a novel formulation based on an immersed coupling of Isogeometric Analysis (IGA) and Peridynamics (PD) for the simulation of fluid-structure interaction (FSI) phenomena for air blast. We aim to develop a practical computational framework that is capable of capturing the mechanics of air blast coupled to solids and structures that undergo large, inelastic deformations with extreme damage and fragmentation. An immersed technique is used, which involves an a priori monolithic FSI formulation with the implicit detection of the fluid-structure interface and without limitations on the solid domain motion. The coupled weak forms of the fluid and structural mechanics equations are solved on the background mesh. Correspondence-based PD is used to model the meshfree solid in the foreground domain. We employ the Non-Uniform Rational B-Splines (NURBS) IGA functions in the background and the Reproducing Kernel Particle Method (RKPM) functions for the PD solid in the foreground. We feel that the combination of these numerical tools is particularly attractive for the problem class of interest due to the higher-order accuracy and smoothness of IGA and RKPM, the benefits of using immersed methodology in handling the fluid-structure coupling, and the capabilities of PD in simulating fracture and fragmentation scenarios. Numerical examples are provided to illustrate the performance of the proposed air-blast FSI framework.
翻译:我们展示了一种新颖的配方,其基础是模拟空气爆炸的流体-结构互动现象(FSI)现象,模拟空气爆炸的流体-结构相互作用现象(FSI),我们的目标是开发一个实用的计算框架,能够捕捉空中爆炸的机理,同时捕捉固体和结构,这些固体和结构经历了巨大、无弹性的变形,造成极大的损坏和分裂。我们使用了一种浸入式技术,它涉及先验单立单立的FSI配方,隐含地探测流体-结构接口,不受固态运动的限制。在背景网格中解决了流体和结构机械方程式组合的薄弱形式,在背景网格中解决了流体和结构机械方程式的混合形式。基于正统的PD用来模拟地面域的无网状固体和结构。我们在背景中采用了非单立体的B-S-S-S-Spline(NURB)功能,为地面的硬质-CRK-PM(RKPM)功能。我们认为,这些数字工具的组合组合组合组合特别具有吸引力,在IGA-S-S-RB-S-S-S-C-S-S-S-S-S-S-S-S-S-S-S-Sl-S-S-S-S-C-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-S-