Cracking and healing of engineered cementitious composites under chloride environment

ACI Materials Journal

Volumn 108, Issue 3, 2011, Pages 333-340

  Li, Mo ^a   Li, Victor C ^a  

^a UNIVERSITY OF MICHIGAN   (United States)

Author keywords

Corrosion; Crack width; Cracking; Ductility; Durability; Engineered cementitious composites; Reinforced concrete; Self healing

Indexed keywords

CHLORIDE ENVIRONMENT; CHLORIDE SOLUTIONS; COMPOSITE BEHAVIOR; CONCRETE STRUCTURES; CRACK WIDTH; CRACKING; ENGINEERED CEMENTITIOUS COMPOSITES; ENVIRONMENTAL CONDITIONS; MATERIAL STIFFNESS; MECHANICAL LOADING; SELF-HEALING; STRUCTURAL DURABILITY; TENSILE CHARACTERISTICS; TENSILE DUCTILITY; TENSILE STRAIN CAPACITIES;

BEHAVIORAL RESEARCH; CHLORINE COMPOUNDS; CORROSION RESISTANCE; CRACKS; DUCTILITY; DURABILITY; MICROCRACKING; REINFORCED CONCRETE; WASTE DISPOSAL;

TENSILE STRAIN;

EID: 79957848876     PISSN: 0889325X     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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