Evaluation of three-dimensional effects in short deep beams using a rigid-body-spring-model

Cement and Concrete Composites

Volumn 33, Issue 9, 2011, Pages 978-991

  Gedik, Yasar Hanifi ^a   Nakamura, Hikaru ^a   Yamamoto, Yoshihito ^b   Kunieda, Minoru ^a  

^a NAGOYA UNIVERSITY   (Japan)

^b NATIONAL DEFENSE ACADEMY   (Japan)

Author keywords

Concrete spalling; Confinement effect; Rigid body spring model; Shear failure; Strut

Indexed keywords

ANALYTICAL RESULTS; BEAM WIDTHS; CONCRETE SPALLING; CONFINEMENT EFFECT; CONFINEMENT EFFECTS; CRACK PATTERNS; DEEP BEAM; DISCRETE FORM; LOAD CARRYING CAPACITIES; LOAD-DISPLACEMENT CURVE; SHAPE EFFECT; SHEAR FAILURE; SHEAR SPAN; THREE DIMENSIONAL EFFECT; THREE-DIMENSIONAL DEFORMATIONS;

CRACKS; SHEAR FLOW; STRESS CONCENTRATION; STRUTS;

THREE DIMENSIONAL;

EID: 80052969621     PISSN: 09589465     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.cemconcomp.2011.06.004     Document Type: Conference Paper

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