Experimental and numerical investigations on the behaviour of masonry walls reinforced with an innovative sisal FRCM system

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
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Data di pubblicazione: 2017
Serie: 
KEY ENGINEERING MATERIALS  
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: 9783035711646
Appare nelle tipologie:3.1 Contributo in atti di convegno

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