Development of an approach to constitutive modelling of concrete: Isotropic damage coupled with plasticity

International Journal of Solids and Structures

Volumn 45, Issue 20, 2008, Pages 5483-5501

  Nguyen, Giang D ^a   Korsunsky, Alexander M ^b  

^a UNIVERSITY OF NEW MEXICO   (United States)

^b UNIVERSITY OF OXFORD   (United Kingdom)

Author keywords

Concrete; Constitutive modelling; Damage; Parameter identification; Plasticity

Indexed keywords

CALIBRATION; CONCRETE CONSTRUCTION; DAMAGE DETECTION; ELASTICITY; FAILURE ANALYSIS; FOOD ADDITIVES; FRACTURE FIXATION; MODEL STRUCTURES; PLASTICITY; PLASTICS; QUALITY ASSURANCE; RELIABILITY; SAFETY FACTOR; SEPARATION; SPEED;

CALIBRATION PROCEDURES; CONCRETE STRUCTURES; CONSTITUTIVE MODELLING; DAMAGE MECHANICS (DM); DAMAGE PLASTICITY MODELS; DISSIPATION ENERGY; DISSIPATION MECHANISMS; EXPERIMENTAL DATA; ISOTROPIC DAMAGES; LOCAL INTERACTIONS; LOCAL PARAMETERS; MODEL PARAMETERS; MODEL RESPONSES; NUMERICAL FAILURE; PARAMETER IDENTIFICATIONS; PLASTICITY THEORY; STRUCTURAL TESTING;

IDENTIFICATION (CONTROL SYSTEMS);

EID: 48749124872     PISSN: 00207683     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijsolstr.2008.05.029     Document Type: Article

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