The paper presents a research on the shear behaviour of R.C. beams with and without water-proof construction joint or bonded construction joint. 24 Beams were tested in an asymmetrical four-point flexure test configuration, considering three different reinforcement ratios. As expected, this parameter strongly affects the results of bending/shear failure. The effects of the type of joint and of the reinforcement ratio are discussed in terms of cracking and ultimate behaviour

Shear behaviour of R.C. beams with water-stop joints

CATTANEO, SARA;GIUSSANI, FRANCESCA BEATRICE ELISA
2013-01-01

Abstract

The paper presents a research on the shear behaviour of R.C. beams with and without water-proof construction joint or bonded construction joint. 24 Beams were tested in an asymmetrical four-point flexure test configuration, considering three different reinforcement ratios. As expected, this parameter strongly affects the results of bending/shear failure. The effects of the type of joint and of the reinforcement ratio are discussed in terms of cracking and ultimate behaviour
2013
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11311/765753
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