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    • An experimental and numerical investigation on an innovative composite reinforced with sisal fibers for masonry strengthening is presented in this paper. A FEM numerical approach is also developed, based on diagonal compression test results, to simulate the shear in-plane response of unreinforced masonry panels (URM) and masonry strengthened with a Fibre Reinforced Cementitious Matrix (FRCM) composite system made with sisal fibers (RM-SISAL).

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    Titolo: Experimental and numerical investigations on the behaviour of masonry walls reinforced with an innovative sisal FRCM system
    Autori: 
    DE CARVALHO, CLAUDIA
    CECCHI, ANTONELLA
    MEROI, EMILIO
    mostra contributor esterni 
    Data di pubblicazione: 2017
    Abstract: An experimental and numerical investigation on an innovative composite reinforced with sisal fibers for masonry strengthening is presented in this paper. A FEM numerical approach is also developed, based on diagonal compression test results, to simulate the shear in-plane response of unreinforced masonry panels (URM) and masonry strengthened with a Fibre Reinforced Cementitious Matrix (FRCM) composite system made with sisal fibers (RM-SISAL).
    Handle: http://hdl.handle.net/11578/269571
    ISBN: 978-303571164-6
    Appare nelle tipologie:3.1 Contributo in atti di convegno

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