Strut-and-Tie model based on crack band theory for deep beams

Journal of Structural Engineering

Volumn 137, Issue 10, 2011, Pages 1030-1038

  Yang, Keun Hyeok ^a   Ashour, Ashraf F ^b  

^a Kyonggi University   (South Korea)

^b UNIVERSITY OF BRADFORD   (United Kingdom)

Author keywords

Beams; Building codes; Reinforced concrete; Shear strength; Strut and tie model

Indexed keywords

BAND THEORY; BEAMS; CONCRETE STRUTS; DEEP BEAM; ENERGY EQUILIBRIUM; SHEAR CAPACITY; SHEAR REINFORCEMENT; SHEAR TRANSFER MECHANISM; SIZE EFFECTS; STRUT-AND-TIE MODEL; VERTICAL SHEAR;

BUILDING CODES; REINFORCED CONCRETE; REINFORCEMENT; SHEAR STRENGTH; STRESS RELIEF;

SHEAR FLOW;

EID: 81855191201     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)ST.1943-541X.0000351     Document Type: Article

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