Influence of stirrup distribution and support width on the shear strength of reinforced concrete wide beams

Magazine of Concrete Research

Volumn 54, Issue 3, 2002, Pages 181-191

  Serna Ros, P ^a   Fernandez Prada, M A ^a   Miguel Sosa, P ^a   Debb, O A R ^a  

^a UNIVERSITAT POLITÈCNICA DE VALÈNCIA   (Spain)

Author keywords

[No Author keywords available]

Indexed keywords

CODES (STANDARDS); CONCRETE REINFORCEMENTS; CONCRETE TESTING; FAILURE ANALYSIS; OPTIMIZATION; REINFORCED CONCRETE; SHEAR STRENGTH;

REINFORCED CONCRETE WIDE BEAMS; SHEAR FAILURES; SHEAR REINFORCEMENT EFFECTIVENESS; SPACING; STIRRUP;

CONCRETE BEAMS AND GIRDERS;

EID: 0036611375     PISSN: 00249831     EISSN: None     Source Type: Journal    
DOI: 10.1680/macr.2002.54.3.181     Document Type: Article

References (9)

1. An exploratory study of the shear strenth of wide reinforced concrete beams with web reinforcement
2. Effect of the detailing of stirrup reinforcement of the ultimate strength and behavior of reinforced concrete members failing un shear
3. Shear resistance of one way slabs under concentrated loads
4. Comportamiento en servicio y rotura de vigas planas de hormigón armado para forjados de edificación
5. Use of stirrup effectiveness in shear design of concrete beams