Please use this identifier to cite or link to this item: http://hdl.handle.net/1822/52684

TitleLimit analysis assessment of experimental behavior of arches reinforced with GFRP materials
Author(s)Basilio, Ismael
Fedele, Roberto
Lourenço, Paulo B.
Milani, Gabriele
Keywordsmasonry curved arches
FE modelling
limit analysis
experimental results
Issue date2014
PublisherAmerican Institute of Physics
JournalAIP Conference Proceedings
Abstract(s)In this paper, a comparison between results furnished by a 3D FE upper bound limit analysis and experimental results for some reinforced masonry arches tested at the University of Minho (Portugal) is provided. While the delamination from arches support can be modelled only in an approximate way within limit analysis, the aim of the paper is to accurately reproduce the change in the failure mechanism observed in experimentation, due to the introduction of strengthening elements. Both experimental and numerical results showa clear change in the failure mechanism and in the corresponding ultimate peak load. A set of simulations is also performed on reinforced arches previously damaged, to investigate the role played by the reinforcement within a proper repairing procedure. Good correlation with experimental work and numerical simulations is achieved.
TypeConference paper
URIhttp://hdl.handle.net/1822/52684
ISBN9780735412552
DOI10.1063/1.4897816
ISSN0094-243X
Peer-Reviewedyes
AccessOpen access
Appears in Collections:ISISE - Comunicações a Conferências Internacionais

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