An approximate physical model for evaluation of the M-V interaction resistance domains for concrete elements strengthened with FRP sheets is presented. The reliability of the model in predicting flexureshear capacity is verified by a comparison with the results of several experimental tests.
Colajanni, P., La Mendola, L., Recupero, A. (2006). Shear-flexure interaction of RC elements strengthened with FRP sheets. In Concrete Repair, Rehabilitation and Retrofitting (pp.1237-1243).
Shear-flexure interaction of RC elements strengthened with FRP sheets
COLAJANNI, Piero;LA MENDOLA, Lidia;RECUPERO, Antonino
2006-01-01
Abstract
An approximate physical model for evaluation of the M-V interaction resistance domains for concrete elements strengthened with FRP sheets is presented. The reliability of the model in predicting flexureshear capacity is verified by a comparison with the results of several experimental tests.
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