Coupled flexural-shear design of R/C bea
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Alessandra Aprile; Andrea Benedetti
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Article
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2004
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Elsevier Science
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English
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The ultimate strength of reinforced concrete beams retrofitted in flexure and shear by means of externally bonded fiber reinforced polymers (FRP) has attracted the attention of many researchers due to the particularities highlighted by a wide set of experimental results. In fact, an increase of the