Behavior of air-entrained concrete under the compression with constant confined stress after freeze-thaw cycles

Cement and Concrete Composites

Volumn 30, Issue 9, 2008, Pages 854-860

  Shang, Huai shuai ^a,b   Song, Yu pu ^a  

^a DALIAN UNIVERSITY OF TECHNOLOGY   (China)

^b Shandong Provincial Academy of Building Research   (China)

Author keywords

Air entrained concrete; Freeze thaw cycle; Lateral stress; Strength criteria; Stress ratio

Indexed keywords

CHLORINE COMPOUNDS; COMPRESSIVE STRESS; CONCRETE CONSTRUCTION; CONCRETE REINFORCEMENTS; CONCRETES; ICE; STRENGTH OF MATERIALS; TENSILE STRESS; THAWING;

AIR-ENTRAINED CONCRETE; AIR-ENTRAINED CONCRETES; COLD ENVIRONMENTS; COMPLEX LOADS; COMPRESSIVE LOADS; CONSTANT CONFINED STRESS; FAILURE CRITERION; FREEZE THAWING; FREEZE-THAW CYCLE; FREEZE-THAW CYCLING; LATERAL STRESS; STRENGTH ANALYSIS; STRENGTH CRITERIA; STRESS RATIO; STRESS RATIOS; TEST DATA; ULTIMATE COMPRESSIVE STRENGTH;

COMPRESSIVE STRENGTH;

EID: 49949102881     PISSN: 09589465     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.cemconcomp.2007.10.006     Document Type: Article

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