In-target radial stress measurements from penetration experiments into concrete by ogive-nose steel projectiles

International Journal of Impact Engineering

Volumn 19, Issue 8, 1997, Pages 715-726

  Gran, J K ^a   Frew, D J ^b  

^a SRI INTERNATIONAL   (United States)

^b WATERWAYS EXPERIMENT STATION   (United States)

Author keywords

Concrete; Penetration; Stress

Indexed keywords

BRITTLENESS; COMPRESSIVE STRENGTH; POROUS MATERIALS; STEEL;

PENETRATION; STEEL PROJECTILE; STRESS MEASUREMENT;

STRESSES;

EID: 0031224690     PISSN: 0734743X     EISSN: None     Source Type: Journal    
DOI: 10.1016/s0734-743x(97)00008-0     Document Type: Article

References (5)

1. Frew, D. J., Cargile, J. D. and Ehrgott, J. Q., WES geodynamics and projectile penetration research facilities, Proceedings from the 1993 ASME Winter Annual Meeting, New Orleans, AMD-171, 1-8 November 1993.
2. Chen, D. Y., Gupta, Y. M. and Miles, M. H., Quasi static experiments to determine material constants for the piezoresistance foils used in shock wave experiments, Journal of Applied Physics, 1 June 1984, 55(11).
3. Gran J. K. and Seaman, L., Analysis of Piezoresistance Gauges for Stress in Divergent Flow Fields. ASCE Journal of Engineering Mechanics, January 1997, 123(1).
4. Johnson, G. R., Stryke, R. A., User Instructions for the 1994 Version of the EPIC Code, Alliant Techsystems, Inc., Minnesota, 1994.
5. Holmquist, T. J., Johnson, G. R. and Cook, W. H., A computational constitutive model for concrete subjected to large strains, high strain rates, and high pressures, Proceedings of the 14th International Symposium on Ballistics, Quebec City, Canada, September 1993.