Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Accardi, Matteo"'
Autor:
La Mendola, Lidia1 (AUTHOR) lidia.lamendola@unipa.it, Accardi, Matteo2 (AUTHOR) accardi@abgroupweb.it, Agnello, Fabrizio3 (AUTHOR) fabrizio.agnello@unipa.it, Monaco, Alessia4 (AUTHOR) alessia.monaco@polito.it
Publikováno v:
Heritage (2571-9408). Auh2023, Vol. 6 Issue 8, p5818-5847. 30p.
Nonlinear FE analysis of out-of-plane behaviour of masonry walls with and without CFRP reinforcement
Publikováno v:
In Construction and Building Materials 15 March 2014 54:190-196
Publikováno v:
In Engineering Fracture Mechanics 2007 74(1):109-121
This paper presents the results of an experimental study investigating the interface behaviour between calcarenite stone and Carbon Fibre Reinforced Polymer (CFRP) reinforcement. The analysis of the results has allowed to deduce the local behaviour a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3658::b8efbb625ed02c84f45968d18eee9aeb
http://hdl.handle.net/10447/56385
http://hdl.handle.net/10447/56385
This paper presents an experimental investigation carried out on masonry panels subjected to axial load and bending moment in the plane of minor inertia. The masonry type consist of calcarenite ashlars and mortar joints; the reinforcement is made of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3658::56cc232c0bdf8e92ba8c90f0786edf30
http://hdl.handle.net/10447/17582
http://hdl.handle.net/10447/17582
The effectiveness of the reinforcing technique consisting of fiber reinforced polymer sheets bonded to the structural elements depends on a good connection at the joint. This has to be able to ensure the transfer length of the shear stress in order t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3658::ba905439f63c1682d3ec1b500553f019
http://hdl.handle.net/10447/29140
http://hdl.handle.net/10447/29140