Utilize este identificador para referenciar este registo: https://hdl.handle.net/1822/15227

TítuloShear capacity assessment of tuff panels strengthened with FRP diagonal layout
Autor(es)Marcari, Giancarlo
Oliveira, Daniel V.
Fabbrocino, G.
Lourenço, Paulo B.
Palavras-chaveFRP
In-plane shear capacity
Masonry
Polymer-matrix composites (PMCs)
Debonding
Analytical modelling
Strength
Tuff masonry
A. Polymer-matrix composites (PMCs)
B. Debonding
B. Strength
C. Analytical modelling
Data2011
EditoraElsevier 1
RevistaComposites Part B : Engineering
Resumo(s)A quantitative analysis of the in-plane shear capacity of tuff masonry panels externally reinforced with FRP diagonal layout has been carried out. The objective is to provide a rational approach to the definition of the contributions from masonry and FRP to the lateral in-plane resistance of strengthened panels. Relevant experimental results of monotonic shear-compression tests are carefully analysed. A truss model approach, combined with a proper masonry strength criterion for masonry is proposed and validated. A comparison between computed and experimental data confirms the validity of the procedure in view of practical applications and code recommendations.
TipoArtigo
URIhttps://hdl.handle.net/1822/15227
DOI10.1016/j.compositesb.2011.05.031
ISSN1359-8368
Versão da editorahttp://www.sciencedirect.com/
Arbitragem científicayes
AcessoAcesso aberto
Aparece nas coleções:ISISE - Artigos em Revistas Internacionais

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