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Curved masonry pillars reinforced with anchored CFRP sheets: An experimental analysis

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Curved masonry pillars reinforced with anchored CFRP sheets: An experimental analysis

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Rotunno, T.; Fagone, M.; Bertolesi, E.; Grande, E.; Milani, G. (2019). Curved masonry pillars reinforced with anchored CFRP sheets: An experimental analysis. Composites Part B Engineering. 174:1-15. https://doi.org/10.1016/j.compositesb.2019.107008

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/145197

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Title: Curved masonry pillars reinforced with anchored CFRP sheets: An experimental analysis
Author: Rotunno, Tommaso Fagone, Mario Bertolesi, Elisa Grande, Ernesto Milani, Gabriele
Issued date:
Abstract:
[EN] An experimental program concerning the structural behaviour of anchored Carbon Fiber Reinforced Polymer (CFRP) externally applied reinforcements bonded to portions of masonry arches is described. Two different curvatures ...[+]
Subjects: Masonry , Masonry arch , CFRP reinforcements , Spike anchor , Delamination , Curved substrates
Copyrigths: Cerrado
Source:
Composites Part B Engineering. (issn: 1359-8368 )
DOI: 10.1016/j.compositesb.2019.107008
Publisher:
Elsevier
Publisher version: https://doi.org/10.1016/j.compositesb.2019.107008
Thanks:
The Authors gratefully acknowledge the financial support provided by the Italian Department of Civil Protection and ReLUIS (Bete dei Laboratori Universitari di Ingegneria Sismica), 2014-2018 Grant Innovative Materials.
Type: Artículo

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