A model for the evolution of concrete deterioration due to reinforcement corrosion

Mathematical and Computer Modelling

Volumn 52, Issue 9-10, 2010, Pages 1403-1422

  Shodja, Hossein M ^a   Kiani, Keivan ^a   Hashemian, Alireza ^a  

^a SHARIF UNIVERSITY OF TECHNOLOGY   (Iran)

Author keywords

Analytical solution; Gradient reproducing kernel particle method (GRKPM); Mathematical modeling; Microcracking; Reinforced concrete structures; Reinforcement corrosion

Indexed keywords

ANALYTICAL SOLUTIONS; GRADIENT REPRODUCING KERNEL PARTICLE METHOD; MATHEMATICAL MODELING; REINFORCED CONCRETE STRUCTURES; REINFORCEMENT CORROSION;

COMPUTER SIMULATION; CONCRETE BEAMS AND GIRDERS; CONCRETE BUILDINGS; DETERIORATION; ELECTROCHEMICAL CORROSION; FATIGUE OF MATERIALS; MATHEMATICAL MODELS; MICROCRACKING; REINFORCED CONCRETE; STRUCTURAL MEMBERS;

CONCRETE REINFORCEMENTS;

EID: 77956010191     PISSN: 08957177     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.mcm.2010.05.023     Document Type: Article

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