Abstract

Solution of near-field underwater explosion (UNDEX) problems frequently require the modeling of two-way coupled fluid-structure interaction (FSI). This paper describes the addition of an embedded boundary method to an UNDEX modeling framework for multiphase, compressible and inviscid fluid using the combined algorithms of Runge-Kutta, discontinuous-Galerkin, level-set and direct ghost-fluid methods. A computational fluid dynamics (CFD) solver based on these algorithms has been developed as described in previous work. A fluid-structure coupling approach was required to perform FSI simulation interfacing with an external structural mechanics solver. Large structural deformation and possible rupture and cracking characterize the FSI phenomenon in an UNDEX, so the embedded boundary method (EBM) is more appealing for this application in comparison to dynamic mesh methods such as the arbitrary Lagrangian-Eulerian (ALE) method to enable the fluid-structure coupling algorithm in the fluid. Its limitation requiring a closed interface that is fully submerged in the fluid domain is relaxed by an adjustment described in this paper so that its applicability is extended. Two methods of implementing the fluid-structure wall boundary condition are also compared. The first solves a local 1D fluid-structure Riemann problem at each intersecting point between the wetted elements and fluid mesh. In this method, iterations are required when the Tait equation of state is utilized. A second method that does not require the Riemann solution and iterations is also implemented and the results are compared.

Highlights

  • Vulnerability to a near-field underwater explosion is an important performance metric in early-stage naval ship design that is frequently not considered

  • fluid-structure interaction (FSI) simulations of near-field and early-time underwater explosion (UNDEX) problems can be achieved once the framework is coupled with the embedded boundary method (EBM)

  • The bedded structural wall penetrates the fluid mesh at different angles along the perim contour of Figure 13. This problem could be alleviated with greater mesh refinement, but it is sufficient for the early-stage ship design application where it is preferrable to keep the simulation on a personal computer (PC) and limit the calculation time

Read more

Summary

Introduction

Vulnerability to a near-field underwater explosion is an important performance metric in early-stage naval ship design that is frequently not considered. Wang and Farhat [18,24] developed a unique implementation of the embedded boundary method in FSI simulations where both the compressible and inviscid flow and the deformable structure possess significant response, such as in underwater implosions and explosions. Developed an improved projection-based EBM which lifts the closed-interface restriction, and identifies and corrects problems that could cause edge cases; further simplified the algorithms to improve their computational efficiency; and applied the improved projection-based EBM to fluid-structure interaction simulations of UNDEX problems. Developed a hybrid framework of fluid algorithms to integrate the numerical methods; and coupled it with finite-element-based structural methods to perform UNDEX simulations for the purpose of early-stage ship design. FSI simulations of near-field and early-time UNDEX problems can be achieved once the framework is coupled with the embedded boundary method (EBM). The DGFM is successfully applied to the simulation of an explosion inside a rigid tube filled with distilled water

Embedded Boundary Method Algorithms
Step of D it is close
Blue denotes a flood-fill algorithm
Section 2.1. Wall
Assessment
Making
40 Cartesian
21. The of inte
28. Configuration
37. The experimental resultswhile stateinthat the gas bubble reaches proximately
Conclusions
Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call