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Experimental comparison of reinforced concrete beams strengthened against bending with different types of cementitious-matrix composite materials
dc.contributor.author | Escrig Pérez, Christian |
dc.contributor.author | Gil Espert, Lluís |
dc.contributor.author | Bernat Masó, Ernest |
dc.contributor.other | Universitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria |
dc.date.accessioned | 2018-07-23T07:51:47Z |
dc.date.available | 2019-04-16T00:30:28Z |
dc.date.issued | 2017-04-15 |
dc.identifier.citation | Escrig, C., Gil, L., Bernat, E. Experimental comparison of reinforced concrete beams strengthened against bending with different types of cementitious-matrix composite materials. "Construction & building materials", 15 Abril 2017, vol. 137, p. 317-329. |
dc.identifier.issn | 0950-0618 |
dc.identifier.uri | http://hdl.handle.net/2117/119714 |
dc.description | © 2018. This version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/ |
dc.description.abstract | Fabric-reinforced cementitious matrix (FRCM) materials overcome some hazard limitations of organic resins and are becoming a competitive technology on retrofitting reinforced concrete structures. In this work, five types of FRCM applied as flexural reinforcements are compared. The results show that there is a correlation between the strengthening materials and the cracking patterns developed by the tested beams. Further, FRCM contributed to an increase the flexural capacity and flexural stiffness of the strengthened beams, but their ductility decreased. Finally, a new methodology to study the cracking process is presented. |
dc.format.extent | 13 p. |
dc.language.iso | eng |
dc.publisher | Elsevier |
dc.rights | Attribution-NonCommercial-NoDerivs 3.0 Spain |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/3.0/es/ |
dc.subject | Àrees temàtiques de la UPC::Enginyeria dels materials::Assaig de materials |
dc.subject.lcsh | Fracture mechanics |
dc.subject.lcsh | Concrete--Testing |
dc.subject.lcsh | Reinforced concrete |
dc.subject.other | FRCM |
dc.subject.other | Concrete |
dc.subject.other | Bending |
dc.subject.other | Strengthening |
dc.subject.other | Experimental |
dc.subject.other | Ductility |
dc.subject.other | Stiffness |
dc.subject.other | Cracking |
dc.title | Experimental comparison of reinforced concrete beams strengthened against bending with different types of cementitious-matrix composite materials |
dc.type | Article |
dc.subject.lemac | Mecànica de fractura |
dc.subject.lemac | Formigó--Proves |
dc.subject.lemac | Formigó -- Reforçament i reparació |
dc.contributor.group | Universitat Politècnica de Catalunya. LITEM - Laboratori per a la Innovació Tecnològica d'Estructures i Materials |
dc.identifier.doi | 10.1016/j.conbuildmat.2017.01.106 |
dc.description.peerreviewed | Peer Reviewed |
dc.relation.publisherversion | http://www.sciencedirect.com/science/article/pii/S0950061817301253 |
dc.rights.access | Open Access |
local.identifier.drac | 19740579 |
dc.description.version | Postprint (author's final draft) |
local.citation.author | Escrig, C.; Gil, L.; Bernat, E. |
local.citation.publicationName | Construction & building materials |
local.citation.volume | 137 |
local.citation.startingPage | 317 |
local.citation.endingPage | 329 |
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