Direct strut-and-tie model for single span and continuous deep beams

Engineering Structures

Volumn 29, Issue 11, 2007, Pages 2987-3001

  Zhang, Ning ^a   Tan, Kang Hai ^a  

^a NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

Author keywords

Continuous deep beams; Interactive; Reinforced concrete; Single span; Strut and tie; Ultimate strength

Indexed keywords

COMPRESSION TESTING; FAILURE ANALYSIS; MATHEMATICAL MODELS; REINFORCED CONCRETE; SHEAR STRENGTH; STRESS CONCENTRATION; TENSILE STRAIN; TENSILE TESTING;

CONTINUOUS DEEP BEAMS; MOHR COULOMB'S FAILURE CRITERION; STRUT-AND-TIE MODEL (STM);

CONCRETE BEAMS AND GIRDERS;

COMPRESSION TESTING; CONCRETE BEAMS AND GIRDERS; FAILURE ANALYSIS; MATHEMATICAL MODELS; REINFORCED CONCRETE; SHEAR STRENGTH; STRESS CONCENTRATION; TENSILE STRAIN; TENSILE TESTING;

COMPRESSIVE STRENGTH; COULOMB CRITERION; MODELING; MOHR THEORY; QUANTITATIVE ANALYSIS; REINFORCED CONCRETE; SHEAR STRENGTH; STRESS ANALYSIS; STRUCTURAL COMPONENT;

EID: 34548266461     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2007.02.004     Document Type: Article

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