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Experimental and analytical study of reinforced concrete beams shear strengthened with different types of textile-reinforced mortar
dc.contributor.author | Escrig Pérez, Christian |
dc.contributor.author | Gil Espert, Lluís |
dc.contributor.author | Bernat Masó, Ernest |
dc.contributor.author | Puigvert, Francesc |
dc.contributor.other | Universitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria |
dc.date.accessioned | 2015-06-10T14:23:48Z |
dc.date.available | 2017-05-16T00:30:29Z |
dc.date.created | 2015-03-18 |
dc.date.issued | 2015-03-18 |
dc.identifier.citation | Escrig, C. [et al.]. Experimental and analytical study of reinforced concrete beams shear strengthened with different types of textile-reinforced mortar. "Construction & building materials", 18 Març 2015, vol. 83, p. 248-260. |
dc.identifier.issn | 0950-0618 |
dc.identifier.uri | http://hdl.handle.net/2117/28258 |
dc.description.abstract | Textile-reinforced mortar (TRM) is a composite material that overcomes some drawbacks of other RC (reinforced concrete) shear strengthening solutions. In this work, four different types of TRM are used as a shear strengthening system on RC beams tested until failure. A comparative study of their mechanical performance shows that the different TRM combinations used were able to increase the load bearing capacity and change their failure mode. Moreover, new methodologies that permit evaluating the bonding behaviour of TRM and the increment in flexural toughness are presented. The experimental results are compared with previous FRP and TRM analytical formulations. Finally, new formulae for calculating the shear contribution of TRM based on experimental results are proposed. |
dc.format.extent | 13 p. |
dc.language.iso | eng |
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 civil::Materials i estructures::Materials i estructures de formigó |
dc.subject | Àrees temàtiques de la UPC::Enginyeria dels materials::Assaig de materials::Assaigs mecànics |
dc.subject.lcsh | Mortar |
dc.subject.lcsh | Reinforced concrete |
dc.subject.other | Textile |
dc.subject.other | Shear |
dc.subject.other | Strengthening |
dc.subject.other | Experimental |
dc.subject.other | Bonding |
dc.subject.other | Ductility |
dc.subject.other | Analytical |
dc.title | Experimental and analytical study of reinforced concrete beams shear strengthened with different types of textile-reinforced mortar |
dc.type | Article |
dc.subject.lemac | Morter (Material de construcció) -- Proves |
dc.subject.lemac | Formigó armat -- Proves |
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.2015.03.013 |
dc.description.peerreviewed | Peer Reviewed |
dc.relation.publisherversion | http://www.sciencedirect.com/science/article/pii/S0950061815002603 |
dc.rights.access | Open Access |
local.identifier.drac | 15583873 |
dc.description.version | Postprint (published version) |
local.citation.author | Escrig, C.; Gil, L.; Bernat, E.; Puigvert, F. |
local.citation.publicationName | Construction & building materials |
local.citation.volume | 83 |
local.citation.startingPage | 248 |
local.citation.endingPage | 260 |
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