An h-adaptive solution of the spherical blast wave problem

被引:1
|
作者
Rios Rodriguez, Gustavo A. [1 ]
Storti, Mario A. [1 ]
Lopez, Ezequiel J. [1 ]
Sarraf, Sofia S. [1 ]
机构
[1] Univ Nacl Litoral, CONICET, Ctr Internac Metodos Computac Ingn CIMEC, RA-3000 Santa Fe, Santa Fe, Argentina
关键词
mesh adaptation; unstructured grids; hanging nodes; refinement constraints; blast waves; SUPG formulation; UNSTRUCTURED MESH REFINEMENT; COMPUTATIONAL FLUID-DYNAMICS; FINITE-ELEMENT FORMULATION; OPERATOR; FLOWS;
D O I
10.1080/10618562.2010.543418
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Shock waves and contact discontinuities usually appear in compressible flows, requiring a fine mesh in order to achieve an acceptable accuracy of the numerical solution. The usage of a mesh adaptation strategy is convenient as uniform refinement of the whole mesh becomes prohibitive in three-dimensional (3D) problems. An unsteady h-adaptive strategy for unstructured finite element meshes is introduced. Non-conformity of the refined mesh and a bounded decrease in the geometrical quality of the elements are some features of the refinement algorithm. A 3D extension of the well-known refinement constraint for 2D meshes is used to enforce a smooth size transition among neighbour elements with different levels of refinement. A density-based gradient indicator is used to track discontinuities. The solution procedure is partially parallelised, i.e. the inviscid flow equations are solved in parallel with a finite element SUPG formulation with shock capturing terms while the adaptation of the mesh is sequentially performed. Results are presented for a spherical blast wave driven by a point-like explosion with an initial pressure jump of 105 atmospheres. The adapted solution is compared to that computed on a fixed mesh. Also, the results provided by the theory of self-similar solutions are considered for the analysis. In this particular problem, adapting the mesh to the solution accounts for approximately 4% of the total simulation time and the refinement algorithm scales almost linearly with the size of the problem.
引用
收藏
页码:31 / 39
页数:9
相关论文
共 50 条
  • [31] Errors on the inverse problem solution for a noisy spherical gravitational wave antenna
    Merkowitz, SM
    Lobo, JA
    Serrano, MA
    CLASSICAL AND QUANTUM GRAVITY, 1999, 16 (10) : 3035 - 3046
  • [32] Diffraction problem solution based on use of spherical-wave sources
    I. Sh. Fiks
    Radiophysics and Quantum Electronics, 2012, 55 : 280 - 287
  • [33] An h-Adaptive RKDG Method for the Vlasov–Poisson System
    Hongqiang Zhu
    Jianxian Qiu
    Jing-Mei Qiu
    Journal of Scientific Computing, 2016, 69 : 1346 - 1365
  • [34] Diffraction problem solution based on use of spherical-wave sources
    Fiks, I. Sh.
    RADIOPHYSICS AND QUANTUM ELECTRONICS, 2012, 55 (04) : 280 - 287
  • [35] h-adaptive enhanced finite element method for plane problems
    Ling D.-S.
    Bu L.-F.
    Huang G.-Q.
    Huang B.
    Zhejiang Daxue Xuebao (Gongxue Ban)/Journal of Zhejiang University (Engineering Science), 2011, 45 (12): : 2150 - 2158
  • [36] Multiwavelet discontinuous Galerkin h-adaptive shallow water model
    Kesserwani, Georges
    Caviedes-Voullieme, Daniel
    Gerhard, Nils
    Mueller, Siegfried
    COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2015, 294 : 56 - 71
  • [37] An h-adaptive modified element-free Galerkin method
    Rossi, R
    Alves, MK
    EUROPEAN JOURNAL OF MECHANICS A-SOLIDS, 2005, 24 (05) : 782 - 799
  • [38] H-adaptive FE analysis of bearing capacity of skirted foundations
    Hu, YX
    Randolph, MF
    PROCEEDINGS OF THE EIGHTH INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 1, 1998, : 549 - 556
  • [39] H-ADAPTIVE FINITE ELEMENT ANALYSIS OF CONSOLIDATION PROBLEMS IN GEOMECHANICS
    Kardani, M.
    Nazem, M.
    Abbo, A. J.
    COMPUTATIONAL PLASTICITY XII: FUNDAMENTALS AND APPLICATIONS, 2013, : 1313 - 1318
  • [40] INITIAL WAVE PHENOMENA IN A WEAK SPHERICAL BLAST
    CAMPBELL, RG
    JOURNAL OF APPLIED PHYSICS, 1958, 29 (01) : 55 - 60