Computational model for concrete subjected to large strains, high strain rates, and high pressures

Baozha Yu Chongji/Explosion and Shock Waves

Volumn 22, Issue 3, 2002, Pages 198-202

  Zhang, Feng Guo ^a   Li, En Zheng ^a  

^a INSTITUTE OF APPLIED PHYSICS AND COMPUTATIONAL MATHEMATICS   (China)

Author keywords

Computational model; Concrete; High speed impact; Spall

Indexed keywords

COMPUTATIONAL METHODS; IMPACT TESTING; MATHEMATICAL MODELS; SPALLING; STRESSES;

COMPUTATIONAL MODEL; HIGH SPEED IMPACT;

CONCRETES;

EID: 0036660790     PISSN: 10011455     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (5)

1. Holmquist T J, Johnson G R. A Computational Constitutive Model for Concrete Subjected to Large Strains, High Strain Rates and High Pressure [A]. 14th International Symposium on Ballistics [C]. 1995, 591-600.
2. Hanchak S J, Forrestal M J, Young E R, et al. Perforation of Concrete Slabs with 48 MPa and 140 MPa Unconfined Compressive Strengths [J]. International Journal of Impact Engineering, 1992, 12 (1): 1-7.
3. Johnson G R, Stryk R A. User Instructions for the EPIC-2 code [R]. Honeywell Inc, Edina, MN, AFATL-TR-86-51, 1986.