New Computational Model Based on Finite Element Method to Quantify Damage Evolution Due to External Sulfate Attack on Self-Compacting Concretes

Computer-Aided Civil and Infrastructure Engineering

Volumn 28, Issue 4, 2013, Pages 260-272

  Khelifa, Mohammed Rissel ^a,b   Guessasma, Sofiane ^c,d  

^a UNIVERSITÉ D'ORLÉANS   (France)

^b UNIVERSITY OF BATNA   (Algeria)

^c INRA   (France)

^d KING ABDULLAH UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Saudi Arabia)

Author keywords

[No Author keywords available]

Indexed keywords

3D MICROSTRUCTURES; ACCELERATED AGING; COMPUTATIONAL MODEL; CONSTANT IMMERSIONS; DAMAGE EVOLUTION; DAMAGE GROWTH; DAMAGE KINETICS; ETTRINGITES; EXTERNAL SULFATE ATTACKS; FINITE ELEMENT MODELS; INTERPHASE REGIONS; MAXIMUM STRESS; MECHANICAL DAMAGES; MECHANICAL DEGRADATION; MECHANICAL PERFORMANCE; MODEL RESULTS; MONTE CARLO SCHEMES; NUMERICAL INVESTIGATIONS; PREDICTIVE ANALYSIS; TIME EVOLUTIONS; YOUNG'S MODULUS;

ELASTIC MODULI; FINITE ELEMENT METHOD;

SELF COMPACTING CONCRETE;

CONCRETE STRUCTURE; FINITE ELEMENT METHOD; MONTE CARLO ANALYSIS; NUMERICAL MODEL; SULFATE; YOUNG MODULUS;

EID: 84874743597     PISSN: 10939687     EISSN: 14678667     Source Type: Journal    
DOI: 10.1111/j.1467-8667.2012.00793.x     Document Type: Article

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