Triaxial T-C-C behavior of air-entrained concrete after freeze-thaw cycles

Cold Regions Science and Technology

Volumn 89, Issue , 2013, Pages 1-6

  Shang, Huai shuai ^a,b  

^a QINGDAO TECHNOLOGICAL UNIVERSITY   (China)

^b DALIAN UNIVERSITY OF TECHNOLOGY   (China)

Author keywords

Air entrained concrete; Failure envelopes; Freeze thaw cycles; Principal stress space; Tensile compressive compressive

Indexed keywords

AIR-ENTRAINED CONCRETE; FAILURE ENVELOPE; FREEZE-THAW CYCLES; PRINCIPAL STRESS SPACE; TENSILE-COMPRESSIVE-COMPRESSIVE;

COMPRESSIVE STRENGTH; CONCRETE REINFORCEMENTS; CONCRETES; MECHANICAL PROPERTIES;

FREEZING;

COMPRESSIVE STRENGTH; CONCRETE; ENTRAINMENT; EXPERIMENTAL STUDY; FAILURE ANALYSIS; FAILURE MECHANISM; FINITE ELEMENT METHOD; FREEZE-THAW CYCLE; PARAMETERIZATION; TENSILE STRENGTH; TRIAXIAL TEST;

EID: 84874364053     PISSN: 0165232X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.coldregions.2013.01.004     Document Type: Article

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