On the safety and reliability of high dynamic hydrocode simulations

International Journal for Numerical Methods in Engineering

Volumn 46, Issue 6, 1999, Pages 839-851

  Gebbeken, N ^a   Ruppert, M ^a  

^a BUNDESWEHR UNIVERSITY MUNICH   (Germany)

Author keywords

Convergence; High dynamic response of concrete; Hydrocodes; Lagrange Euler coupling; Numerical simulation; Reliability

Indexed keywords

COMPUTER SIMULATION; CONVERGENCE OF NUMERICAL METHODS; DYNAMIC LOADS; DYNAMIC RESPONSE; HIGH PRESSURE EFFECTS IN SOLIDS; STRAIN RATE; STRUCTURAL ANALYSIS;

HYDROCODE SIMULATIONS; LAGRANGE-EULER METHOD;

CONCRETE CONSTRUCTION;

CONCRETE; DYNAMIC RESPONSE;

EID: 0032695691     PISSN: 00295981     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1097-0207(19991030)46:6<839::AID-NME728>3.0.CO;2-R     Document Type: Article

References (5)

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2. Bischoff PH, Perry SH. Impact behavior of plane concrete loaded in uniaxial compression. Journal of Engineering Mechanics 1995; 121(6):685-693.
3. Comite Euro-International du Beton. Concrete Structures under Impact and Impulsive Loading. CEB Bulletin D'Information, vol. 187. Lausanne, 1987.
4. Gebbeken N, Ruppert M. A new concrete material model for high dynamic hydrocode simulations. Submitted to the Archive of Applied Mechanics 1999, to be published.
5. von Neumann J, Richtmeyer RD. A method for the numerical calculation of hydrodynamic shocks. Journal of Applied Physics 1950; 21:232-237.