Stiffness degradation and time to cracking of cover concrete in reinforced concrete structures subject to corrosion

Journal of Engineering Mechanics

Volumn 136, Issue 2, 2010, Pages

  Zhong, Jinquan ^a   Gardoni, Paolo ^a   Rosowsky, David ^a  

^a Department of Electrical and Computer Engineering   (United States)

Author keywords

Cohesive crack model; Concrete structures; Corrosion; Cracking; Degradation; Energy; Energy principle; Reinforced concrete; Stiffness

Indexed keywords

COHESIVE CRACKS; CONCRETE STRUCTURES; CORROSION CRACKING; CRACKING; ENERGY PRINCIPLES;

CONCRETE BUILDINGS; CORROSION; CRACKING (CHEMICAL); DEGRADATION; REINFORCED CONCRETE; STIFFNESS;

CRACKS;

COHESION; CONCRETE STRUCTURE; CORROSION; CRACKING; DEGRADATION; LABORATORY METHOD; NUMERICAL MODEL; REINFORCED CONCRETE; STIFFNESS; STRESS-STRAIN RELATIONSHIP;

EID: 77953254292     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)EM.1943-7889.0000074     Document Type: Article

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