Retrofitting of shear failed reinforced concrete beams

Composite Structures

Volumn 62, Issue 1, 2003, Pages 1-6

  Hadi, M N S ^a  

^a UNIVERSITY OF WOLLONGONG   (Australia)

Author keywords

FRP; Helical reinforcement; Retrofitting

Indexed keywords

BEAMS AND GIRDERS; FIBER REINFORCED PLASTICS; REINFORCED CONCRETE; RETROFITTING; STRENGTH OF MATERIALS; STRUCTURAL LOADS;

STATIC LOADING;

CONCRETE CONSTRUCTION;

CONCRETE; FIBER REINFORCED COMPOSITE; LOADING; STRENGTH;

EID: 0042520835     PISSN: 02638223     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0263-8223(03)00078-3     Document Type: Article

References (5)

1. Triantafillou T.C. Composite: a new possibility for the shear strengthening of concrete, masonry and wood Compos. Sci. Technol. 58 8 1998 1285-1295
2. Hadi M.N.S. Schmidt L.C. Use of helixes in reinforced concrete beams ACI Struct. J. 99 2 2002 191-198
3. Murray J. Cyclic Loading of High Strength Reinforced Concrete Beams. Bachelor of Engineering, University of Wollongong, Department of Civil and Mining Engineering, 2001
4. AS3600. Australian Standard, Concrete Structures. Australia, 1994
5. Taljsten B. Elfgren L. Strengthening concrete beams for shear using CFRP materials: evaluation of different application methods Compos. Part B: Eng. 31 2000 1999 87-96