Evaluation of typical concrete material models used in hydrocodes for high dynamic response simulations

International Journal of Impact Engineering

Volumn 36, Issue 1, 2009, Pages 132-146

  Tu, Zhenguo ^a   Lu, Yong ^a  

^a UNIVERSITY OF EDINBURGH   (United Kingdom)

Author keywords

Concrete material; Constitutive model; Equation of state; Numerical simulation; Shock and impact loads

Indexed keywords

COMPUTER SIMULATION; CONCRETE BLOCKS; CONCRETE CONSTRUCTION; CONCRETE PRODUCTS; CONCRETE SLABS; DYNAMIC RESPONSE; EQUATIONS OF STATE; EXPLOSION TESTING; LOADING; MACHINE DESIGN; MODELS; STEEL STRUCTURES;

COMPLEX RESPONSES; COMPREHENSIVE EVALUATIONS; COMPUTATIONAL CAPABILITIES; COMPUTATIONAL MODELS; CONCRETE MATERIAL; CONCRETE MATERIALS; CONCRETE STRUCTURES; DAMAGE MODELS; DESIGN GUIDELINES; EQUATION OF STATE; HIGH DYNAMICS; HIGH FIDELITIES; HYDRO CODES; IMPACT LOADINGS; IMPACT LOADS; INFLUENCING FACTORS; LOADING CONDITIONS; LS-DYNA; MATERIAL MODELS; MODEL FORMULATIONS; NUMERICAL SIMULATION; NUMERICAL TESTS; PARAMETER SETTINGS; PARAMETRIC INVESTIGATIONS; PHYSICAL MECHANISMS; REAL APPLICATIONS; SHOCK AND IMPACT LOADS;

STRUCTURAL DESIGN;

EID: 57149140923     PISSN: 0734743X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijimpeng.2007.12.010     Document Type: Article

References (26)

1. AUTODYN v4.2 user manual (2001), Century Dynamics, Inc.
2. LS-DYNA keyword user's manual, version 970 (April 2003), Livermore Software Technology Corporation
3. Hentz S., Donzé F.V., and Daudeville L. Discrete element modeling of concrete submitted to dynamic loading at high strain rates. Comput Struct 82 29-30 (2004) 2509-2524
4. Malvar L.J., Crawford J.E., Wesevich J.W., and Simons D. A new concrete material model for DYNA3D. TM-94-14.3, report to the Defense Nuclear Agency (October 1994), Karagozian and Case Structural Engineers, Glendale, CA
5. Malvar L.J., Crawford J.E., Wesevich J.W., and Simons D. A new concrete material model for DYNA3D-release II: shear dilation and directional rate enhancements. TM-96-2.1, report to the Defense Nuclear Agency (January 1996), Karagozian and Case Structural Engineers, Glendale, CA
6. Riedel W, Thoma K, Hiermaier S. Penetration of reinforced concrete by BETA-B-500-numerical analysis using a new macroscopic concrete model for hydrocodes. In: Proceedings of 9th International Symposium on interaction of the effect of munitions with structures. Berlin-Strausberg, Germany: 1999. p. 315-22.
7. Krieg R.D. A simple constitutive description for cellular concrete. Report SC-DR-72-0883 (1972), Sandia National Laboratories, Albuquerque, NM
8. Shugar TA, Holland TJ, Malvar LJ. Applications of finite element technology to reinforced concrete explosive containment structures. In: Proceedings of The 25th DoD Explosive Safety Seminar. Anaheim, CA. vol. 4. 1992. p. 133-159.
9. Simo J.C., Ju J.W., Pister K.S., and Taylor R.L. An assessment of the cap model: consistent return algorithms and rate-dependent extensions. J Eng Mech 114 2 (1988) 191-218
10. Sandler I.S., and Rubin D. An algorithm and a modular subroutine for the cap model. Int J Numer Anal Met 3 (1979) 173-186
11. Koiter W.T. Stress-strain relations, uniqueness and variational theorems for elastic-plastic materials with a singular yield surface. Q Appl Math 11 (1953) 350-354
12. Yonten K., Majid T.M., Marzougui D., and Eskandarian A. An assessment of constitutive models of concrete in the crashworthiness simulation of roadside safety structures. Int J Crashworthiness 10 1 (2005) 5-19
13. Govindjee S., Kay G.J., and Simo J.C. Anisotropic modeling and numerical simulation of brittle damage in concrete. Report Number UCB/SEM M-94/18 (1994), University of California at Berkeley, Department of Civil Engineering, Berkeley, CA
14. Govindjee S., Kay G.J., and Simo J.C. Anisotropic modeling and numerical simulation of brittle damage in concrete. Int J Numer Meth Eng 38 (1995) 3611-3633
15. Holmquist TJ, Johnson GR. A computational constitutive model for concrete subjected to large strains, high strain rates, and high pressures. In: Proceedings of the 14th International Symposium on Ballistics. Quebec: 1993. p. 591-600.
16. Gebbeken N., and Ruppert M. A new material model for concrete in high-dynamic hydrocode simulations. Arch Appl Mech 70 (2000) 463-478
17. Riedel W. Beton unter dynamischen Lasten Meso- und makromechanische Modelle und ihre Parameter. Doctoral Thesis, Institut Kurzzeitdynamik, Ernst-Mach-Institut, der Bundeswehr Munchen, Freiburg, 2000; 210. [In German].
18. Malvar L.J., Crawford J.E., and Wesevich J.W. A plasticity concrete material model for Dyna3D. Int J Impact Eng 19 9-10 (1997) 847-873
19. Malvar LJ, Crawford JE, and Morrill KB. K&C concrete material model release III-automated generation of material model input. K&C Technical Report TR-99-24-B1, 18 August 2000. Glendale, CA.
20. Grady D.E. Shock equation of states properties of concrete structures under shock and impact IV. Comput Mech (1996) 405-414
21. Ockert J. Ein Stoffgesetz fuer die schockwellenausbreitung in beton (1997), Schriftenreihe des Instituts fuer Massivbau und Baustofftechnologie der Universitaet Karlsruhe 30
22. Hermann W. Constitutive equation for the dynamic compaction of ductile porous materials. J Appl Phys 40 (1969) 2490-2499
23. Chen W.F. Plasticity in reinforced concrete (1982), McGraw Hill, New York
24. Comite Euro-International du Beton, CEB-FIP model code 1990 (1993), Redwood Books, Trowbridge, Wiltshire, UK
25. Joy S., and Moxley R. Material Characterization, WSMR-5 3/4-inch Concrete. Report to the defense Special Weapons Agency (1993), USAE Waterways Experiment Station, Vicksburg, MS (limited distribution)
26. Lu Y, Tu ZG, Tan SC, Lim HS. A comparative numerical simulation study of concrete debris of clamped slabs under internal blast. In: Proceedings of the 32nd DOD Explosives Safety Seminar. Philadelphia, PA: August 2006. p. 24-26.