Experimental and theoretical investigation of the high-pressure behavior of concrete

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 33, Issue 1, 2009, Pages 1-23

  Schmidt, Martin J ^a   Cazacu, Oana ^b   Green, Mark L ^a  

^a AIR FORCE RESEARCH LABORATORY   (United States)

^b UNIVERSITY OF FLORIDA   (United States)

Author keywords

Compressibility; Concrete; High confinement; Viscoplasticity

Indexed keywords

CEMENTS; COMPRESSION TESTING; PLASMAS; PLASTICITY; VISCOPLASTICITY; VISCOSITY;

CONCRETE BEHAVIORS; DEVIATORIC STRESS; ELASTIC REGIMES; EXPERIMENTAL STUDIES; GRADUAL CHANGES; HIGH CONFINEMENT; HIGH CONFINING PRESSURES; HIGH PRESSURES; HIGH-PRESSURE BEHAVIORS; MAIN CHARACTERISTICS; NETHERLANDS; PATH DEPENDENCIES; ROCK RHEOLOGIES; THEORETICAL INVESTIGATIONS; TRIAXIAL COMPRESSION TESTS;

COMPRESSIBILITY;

COMPRESSIBILITY; CONCRETE; CONFINING PRESSURE; CYCLIC LOADING; DILATANCY; EXPERIMENTAL STUDY; LINEARITY; ROCK MECHANICS; THEORETICAL STUDY; TRIAXIAL TEST; VISCOPLASTICITY;

EID: 61449226546     PISSN: 03639061     EISSN: 10969853     Source Type: Journal    
DOI: 10.1002/nag.700     Document Type: Article

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