Modified strut-and-tie model for prestressed concrete deep beams

Engineering Structures

Volumn 30, Issue 12, 2008, Pages 3489-3496

  Wang, Guo Lin ^a   Meng, Shao Ping ^a  

^a BEIJING UNIVERSITY OF POSTS AND TELECOMMUNICATIONS   (China)

Author keywords

Deep beam; Prestressed concrete; Shear strength; Softening effect; Strut and tie

Indexed keywords

CONCRETE BEAMS AND GIRDERS; CONCRETE CONSTRUCTION; FORECASTING; PRESTRESSED CONCRETE; PRESTRESSING; SHEAR STRENGTH; STRENGTH OF MATERIALS; STRESS CONCENTRATION; STRUTS; TENDONS;

ANALYTICAL MODELS; BIAXIAL TENSIONS; DEEP BEAM; DEEP BEAMS; EXTERNAL LOADS; MODEL PREDICTIONS; MOMENT EQUILIBRIUMS; PARAMETRIC STUDIES; PRESTRESSING TENDONS; RATIONAL MODELS; SIMPLY SUPPORTED; SOFTENING EFFECT; SOFTENING EFFECTS; STRENGTH PREDICTIONS; STRESS DISTRIBUTIONS; TEST RESULTS;

CONCRETES;

BIAXIAL TEST; CONCRETE STRUCTURE; LOADING TEST; MODELING; PARAMETERIZATION; PREDICTION; SHEAR STRENGTH; SOFTENING;

EID: 55949123902     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2008.05.020     Document Type: Article

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