Flexural failure of fabric reinforced cementitious mortar (FRCM) plates under punctual loads: experimental test, analytical approach and numerical simulation

Fabric-reinforced cementitious matrix (FCRMs) are composites that produce lighter and more durable strengthening solutions. In this study, carbon and basalt fabrics were used to manufactured FRCM plate specimens. These plates were subjected to a centered punctual load with different punch diameters....

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Detalhes bibliográficos
Autores: Mercedes Cedeño, Luis Enrique|||0000-0003-2520-8599, Bernat Masó, Ernest|||0000-0002-7080-0957, Gil Espert, Lluís|||0000-0002-2007-4846
Formato: artículo
Fecha de publicación:2020
País:España
Recursos:Universitat Politècnica de Catalunya (UPC)
Repositorio:UPCommons. Portal del coneixement obert de la UPC
Idioma:inglés
OAI Identifier:oai:upcommons.upc.edu:2117/337016
Acesso em linha:https://hdl.handle.net/2117/337016
https://dx.doi.org/10.1016/j.conbuildmat.2020.121651
Access Level:acceso abierto
Palavra-chave:Composite materials
Plant fibers
Plates
FRCM
Cementitious matrix
Carbon fibres
Basalt fibres
Flexural test
Analytical model
Numerical model
Fibres de carboni
Materials compostos
Fibres vegetals -- Aplicacions industrials
Àrees temàtiques de la UPC::Edificació
Descrição
Resumo:Fabric-reinforced cementitious matrix (FCRMs) are composites that produce lighter and more durable strengthening solutions. In this study, carbon and basalt fabrics were used to manufactured FRCM plate specimens. These plates were subjected to a centered punctual load with different punch diameters. Flexural failure mode was observed. Experimental tests showed that carbon and basalt fabrics improved notably the load capacity and the stiffness of mortar plates compared to unreinforced ones. Moreover, failure in the reinforced plates was progressive, preventing the sudden brittle failure of the unreinforced ones. Analytical and numerical models were adjusted and validated from experimental results, and both have proved to be effective calculation tools. What is more, numerical model allowed to determine a sliding tensile stress for the carbon fabric used in this study.