Strengthening of reinforced concrete beams in flexure by partial jacketing |
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Authors: | Ibrahim Abd El Malik Shehata Lidia da Conceição Domingues Shehata Euler Wagner Freitas Santos Maria Luisa de Faria Simões |
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Affiliation: | (1) Department of Civil Engneering, COPPE—The Federal University of Rio de Janeiro, P.O. Box 68506, CEP 21945-970 Rio de Janeiro, RJ, Brazil;(2) Universidade Federal Fluminense, Niteroi, RJ, Brazil |
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Abstract: | This work investigates the structural behaviour of reinforced concrete beams strengthened in bending by the addition of concrete
and steel on their tension sides using expansion bolts as shear connectors, technique here denominated partial jacketing.
The experimental program comprised tests on eight full-scale reinforced concrete beams, simply supported, with rectangular
cross section (150 mm × 400 mm) and 4,500 mm length. Five of these beams were strengthened in bending by partial jacketing,
while the other three did not receive any strengthening and served as reference beams. The flexural reinforcement ratio in
the beams varied between 0.49% and 2.33% and the beams target concrete strength was 35 MPa. On the basis of the obtained test
results, the studied strengthening technique proven to be efficient in terms of increasing the resistance and stiffness of
the beams. The used expansion bolts as shear connectors proven to be practical and added ease to the application of this technique. |
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Keywords: | Strengthening Flexural Beams Partial jacketing Reinforced concrete |
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