The complete load-vs-displacement curves obtained by four-point-bending tests on Steel Fiber Reinforced Concrete (SFRC) beams are predicted by using a nonlinear finite element code based on the Modified Compression Field Theory (MCFT) and the Disturbed Stress Field Model (DSFM) suitably adapted for SFRC elements. The effect of fibers on the shear-flexure response is taken into account, mainly incorporating tensile stress-strain analytical relationship for SFRC. The numerical results show the effectiveness of the model for prediction of the behavior of the tested specimens reinforced with light amount of stirrups or with fibers only. © 2008 American Institute of Physics.
Colajanni, P., LA MENDOLA, L., Priolo, S., & Spinella, N. (2008). Experimental tests and FEM model for SFRC beams under flexural and shear loads. In AIP Conference Proceedings (pp.872-879). Melville, New York : Adolfo Santini, Nicola Moraci.
Autori: | Colajanni, P.; LA MENDOLA, L.; Priolo, S.; Spinella, N. |
Titolo: | Experimental tests and FEM model for SFRC beams under flexural and shear loads |
Settore Scientifico Disciplinare: | Settore ICAR/09 - Tecnica Delle Costruzioni |
Data di creazione: | 2008-07 |
Nome del convegno: | 2008 Seismic Engineering International Conference Commemorating the 1908 Messina and Reggio Calabria Earthquake, MERCEA 2008 |
Luogo del convegno: | Reggio Calabria, ita |
Anno del convegno: | 2008 |
Data di pubblicazione: | 2008 |
Formato: | A stampa |
Numero di pagine: | 8 |
Digital Object Identifier (DOI): | http://dx.doi.org/10.1063/1.2963926 |
Citazione: | Colajanni, P., LA MENDOLA, L., Priolo, S., & Spinella, N. (2008). Experimental tests and FEM model for SFRC beams under flexural and shear loads. In AIP Conference Proceedings (pp.872-879). Melville, New York : Adolfo Santini, Nicola Moraci. |
Tipologia: | 0 - Proceedings (TIPOLOGIA NON ATTIVA) |
Appare nelle tipologie: | 0 - Proceedings (TIPOLOGIA NON ATTIVA) |