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Numerical simulation of crater creating process in dynamic replacement method by smooth particle hydrodynamics

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
A theoretical base of SPH method, including the governing equations, discussion of importance of the smoothing function length, contact formulation, boundary treatment and finally utilization in hydrocode simulations are presented. An application of SPH to a real case of large penetrations (crater creating) into the soil caused by falling mass in Dynamic Replacement Method is discussed. An influence of particles spacing on method accuracy is presented. An example calculated by LS-DYNA software is discussed. Chronological development of Smooth Particle Hydrodynamics is presented. Theoretical basics of SPH method stability and consistency in SPH formulation, artificial viscosity and boundary treatment are discussed. Time integration techniques with stability conditions, SPH+FEM coupling, constitutive equation and equation of state (EOS) are presented as well.
Słowa kluczowe
Wydawca
Rocznik
Strony
3--8
Opis fizyczny
Bibliogr. 15 poz., tab., rys.
Twórcy
  • Gdańsk University of Technology, Department of Geotechnics, Geology and Maritime Eng., Gdańsk, Poland
autor
  • Gdańsk University of Technology, Department of Geotechnics, Geology and Maritime Eng., Gdańsk, Poland
Bibliografia
  • [1] HIERMAIER S., Structures Under Crash and Impact, Springer, 2008.
  • [2] LUCY L.B., A Numerical Approach to The Testing of The Fission Hypothesis, Astronomical Journal, 1977, 82, 1013–1024.
  • [3] MONAGHAN J.J., GINGOLD R.A., Smoothed Particle Hydrodynamics: Theory and Applications to Non-Spherical Stars, Royal Astronomical Society, 1977, 181, 275–389.
  • [4] MONAGHAN J.J., LATTANZIO J.C., A Refined Particle Mathod for Astrophysical Problems, Astronomy and Astrophysics, 1985, 149, 135–143.
  • [5] LIBERSKY L.D., PETSCHEK A.G., Smooth Particle Hydrodynamics With Strength of Materials, Proceedings of the Next Free-Lagrange Conference, Moran, WY, USA, 1990, 347, 248–267.
  • [6] BOJANOWSKI C., KULAK R., Comparsion of Lagrangian, SPH and MM-ALE approaches for Modeling Large Deformation in Soil, 11th International LS-DYNA Users Conference, 2010.
  • [7] BOJANOWSKI C., KULAK R., Modeling of Cone Penetration Test Using SPH and MM-ALE Approaches, 8th European LS-DYNA Users Conference, 2011.
  • [8] DANILEWICZ A., Smooth Particle Hydrodynamics (SPH) Approach in Simulating Large Penetration Into Soil, Proceedings of European Young Geotechnical Engineers Conference, Gothenburg 2012.
  • [9] FASANELLA E.L., LYLE R.K.H., JACKSON K.E., Developing Soil Models for Dynamic Impact Simulations, NASA Langley Research Center, Hampton USA.
  • [10] KULAK R.F., SCHWER L., Effect of Soil Material Models on SPH Simulations for Soil-Structure Interaction, Proceedings of 12th International LS-DYNA Users Conference, 2012.
  • [11] LI S., LIU W.K., Meshfree Particle Methods, Springer, 2004.
  • [12] VON NEUMANN J., RICHTMYER R.D., A Method for Numerical Calculation of Hydrodynamic Shocks, Journal of Applied Physics, 1950, 21, 232–237.
  • [13] MONAGHAN J.J., Simulating Free Surface Flows With SPH, Journal of Computational Physics, 1994, 399–406.
  • [14] THOMS M.A., CHITTY E.C., GILDEA M.L., T’KINDT C.M., Constitutive Soil Properties for Cuddeback Lake, California and Carson Sink, Nevada, Raport NASA/CR-2008-215345, NASA Langley Research Center’s (LaRC), 2008.
  • [15] JICHONG AN, Soil Behavior under Blast Loading, PhD thesis, University of Nebraska, Lincoln 2010.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-27d967b7-6327-478c-b4e3-c93fc695aeb1
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