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).
Titolo: | Experimental and numerical investigations on the behaviour of masonry walls reinforced with an innovative sisal FRCM system |
Autori: | |
Data di pubblicazione: | 2017 |
Serie: | |
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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