Creep, shrinkage, and anisotropic damage in alkali-aggregate reaction swelling Mechanism-Part I: A constitutive model

ACI Materials Journal

Volumn 105, Issue 3, 2008, Pages 227-235

  Grimal, Etienne ^a   Sellier, Alain ^b   Pape, Yann Le ^c   Bourdarot, Eric ^d  

^a EDF R AND D   (France)

^b UNIVERSITÉ PAUL SABATIER   (France)

^c Research Division of EDF

^d National Hydro Engineering Centre of EDF

Author keywords

Alkali aggregate reaction; Cracking; Creep; Durability; Orthotropic damage; Shrinkage. 1. Stanton, t. E., "expansion of concrete through reaction between cement and aggregate," asce proceedings, v. 66, no. 10,1940, pp. 1781 1811

Indexed keywords

ADDITION REACTIONS; AGGREGATES; ALKALINITY; ANISOTROPY; CHEMICAL REACTIONS; COLLOIDS; CONCRETE BEAMS AND GIRDERS; CONCRETES; CONSTITUTIVE MODELS; CRYSTALLOGRAPHY; LEAD; MODEL STRUCTURES; MODELS; MOISTURE; PAPER; SHRINKAGE; THEOREM PROVING;

ALKALI AGGREGATE REACTION (AAR); AMERICAN CONCRETE INSTITUTE (ACI); ANISOTROPIC DAMAGES; CALIBRATION PROCEDURES; CHEMICAL PRESSURES; CONSTITUTIVE MODELLING; DRYING SHRINKAGES; ELASTO PLASTIC; EXPERIMENTAL RESULTS; LOADING CONDITIONS; MECHANICAL BEHAVIORS; MODEL PARAMETERS; MOISTURE DEPENDENCE; MOISTURE EFFECTS; ORTHOTROPIC DAMAGE; PHYSICAL PHENOMENON; PHYSICAL PRINCIPLES; REACTIVITY (CHEMICAL); REINFORCED BEAMS; SWELLING MECHANISM;

STRUCTURAL DESIGN;

EID: 44849103668     PISSN: 0889325X     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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