Creep, shrinkage, and anisotropic damage in alkali-aggregate reaction swelling Mechanism-Part II: Identification of model parameters and application

ACI Materials Journal

Volumn 105, Issue 3, 2008, Pages 236-242

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

^a EDF R AND D   (France)

^b INSA Paul Sabatier University

^c National Hydro Engineering Centre of Electricité de Frances

Author keywords

Alkali aggregate reaction; Cracking; Durability; Finite element modeling; Moisture; Orthotropic

Indexed keywords

ADDITION REACTIONS; AGGREGATES; ALKALI METALS; ANISOTROPY; BUILDING MATERIALS; CHEMICAL REACTIONS; CONCRETE BEAMS AND GIRDERS; CONCRETE PRODUCTS; CREEP; DAMAGE DETECTION; FINITE DIFFERENCE METHOD; FINITE ELEMENT METHOD; IDENTIFICATION (CONTROL SYSTEMS); MODAL ANALYSIS; MODEL STRUCTURES; REINFORCED CONCRETE; SHRINKAGE;

ALKALI AGGREGATE REACTION (AAR); AMERICAN CONCRETE INSTITUTE (ACI); ANISOTROPIC DAMAGES; ANISOTROPIC SWELLING; CALIBRATION PROCEDURES; CONCRETE STRUCTURES; CONSTITUTIVE LAWS; FINITE ELEMENT PROCEDURE; MODEL PARAMETERS; MOISTURE CONDITIONING; PARAMETER IDENTIFICATIONS; REINFORCED CONCRETE (RC) BEAMS; STRESS STATES; STRUCTURAL DISPLACEMENTS; SWELLING MECHANISM;

STRUCTURAL DESIGN;

EID: 44849125104     PISSN: 0889325X     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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