A mesoscopic model for the behaviour of concrete under high confinement

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 33, Issue 11, 2009, Pages 1407-1423

  Dupray, F ^a   Malecot, Y ^a   Daudeville, L ^a   Buzaud, E ^b  

^a UNIV GRENOBLE ALPES   (France)

^b CENTRE D ETUDES DE GRAMAT   (France)

Author keywords

Biphasic model; Concrete; High confinement; Mesoscale model; Triaxial compression

Indexed keywords

BIPHASIC MATERIALS; BIPHASIC MODELS; CEMENT PASTE; CYLINDRICAL SAMPLES; DAMAGE-PLASTICITY MODELS; EXPERIMENTAL TEST; FINE AGGREGATES; FINITE ELEMENT MESHES; HIGH CONFINEMENT; IDENTIFICATION OF MODEL; MEAN PRESSURES; MESOSCALE MODEL; MESOSCOPIC MODELS; MESOSCOPIC SCALE; QUASI-STATIC; SPHERICAL AGGREGATES; TRIAXIAL COMPRESSION; TRIAXIAL STRESS;

MORTAR; NUMERICAL ANALYSIS; PLASMAS; PLASTER; SUPERCONDUCTING MATERIALS;

CONCRETE AGGREGATES;

COMPRESSIVE STRENGTH; CONCRETE; FINITE ELEMENT METHOD; MORTAR; NUMERICAL MODEL; TRIAXIAL TEST;

EID: 70450152803     PISSN: 03639061     EISSN: 10969853     Source Type: Journal    
DOI: 10.1002/nag.771     Document Type: Article

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