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).

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

DE CARVALHO, CLAUDIA;CECCHI, ANTONELLA;MEROI, EMILIO;
2017-01-01

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).
2017
9783035711646
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11578/269571
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