Stress-strain relations of high-strength concrete under triaxial compression

Journal of Materials in Civil Engineering

Volumn 19, Issue 3, 2007, Pages 261-268

  Lu, Xiaobin ^a   Hsu, Cheng Tzu Thomas ^b  

^a THORNTON TOMASETTI   (United States)

^b NEW JERSEY INSTITUTE OF TECHNOLOGY   (United States)

Author keywords

Constitutive models; High strength concretes; Shear modulus; Stress strain relations; Triaxial compression

Indexed keywords

CONSTITUTIVE MODELS; CYCLIC LOADS; ELASTIC MODULI; SHEAR STRAIN; SHEAR STRESS;

HIGH STRENGTH CONCRETES; SAENZ EQUATION; TRIAXIAL COMPRESSION;

CONCRETES;

COMPRESSIVE STRENGTH; CONCRETE; CONSTITUTIVE EQUATION; CYCLIC LOADING; SHEAR MODULUS; STRESS-STRAIN RELATIONSHIP; TRIAXIAL TEST;

EID: 33847241227     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0899-1561(2007)19:3(261)     Document Type: Article

References (10)

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