A mesoscopic model for the behaviour of concrete under high confinement

DOI10.1002/NAG.771zbMath1273.74064OpenAlexW2098863962MaRDI QIDQ2854666

Eric Buzaud, Laurent Daudeville, F. Dupray, Yann Malecot

Publication date: 24 October 2013

Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nag.771

zbMATH Keywords

triaxial compressionconcretebiphasic modelmesoscale modelhigh confinement

Mathematics Subject Classification ID

Experimental work for problems pertaining to mechanics of deformable solids (74-05) Composite and mixture properties (74E30)

Cites Work

• A coupled damage–plasticity model for concrete based on thermodynamic principles: Part II: non-local regularization and numerical implementation
• A finite element model for the analysis of tailored pulse stimulation of boreholes

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