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Numerical analysis of the load-bearing capacity of brick masonry walls strengthened with textile reinforced mortar and subjected to eccentric compressive loading
dc.contributor.author | Bernat Masó, Ernest |
dc.contributor.author | Gil Espert, Lluís |
dc.contributor.author | Roca Fabregat, Pedro |
dc.contributor.other | Universitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria |
dc.contributor.other | Universitat Politècnica de Catalunya. Departament d'Enginyeria de la Construcció |
dc.date.accessioned | 2015-06-15T14:50:07Z |
dc.date.available | 2017-05-16T00:30:09Z |
dc.date.created | 2015-05-15 |
dc.date.issued | 2015-05-15 |
dc.identifier.citation | Bernat, E.; Gil, L.; Roca, P. Numerical analysis of the load-bearing capacity of brick masonry walls strengthened with textile reinforced mortar and subjected to eccentric compressive loading. "Engineering structures", 15 Maig 2015, vol. 91, p. 96-111. |
dc.identifier.issn | 0141-0296 |
dc.identifier.uri | http://hdl.handle.net/2117/28308 |
dc.description.abstract | There is little research about the numerical modelling of brick masonry walls strengthened with Textile Reinforced Mortar (TRM) against second order bending effects. Thus, a numerical model has been implemented to cover this knowledge gap. It has been validated by comparison with experimental cases and applied to enhance the knowledge about the influence of different strengthening variables. The model is accurate at predicting the load-bearing capacity of walls and points out that strengthening both sides might cause a remarkable increase of the load-bearing capacity and that the performance of the TRM is greater for the most slender cases. |
dc.format.extent | 16 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 dels materials::Assaig de materials::Assaigs estructurals |
dc.subject | Àrees temàtiques de la UPC::Enginyeria dels materials::Materials compostos |
dc.subject | Àrees temàtiques de la UPC::Edificació::Materials de construcció |
dc.subject.lcsh | Building, Brick |
dc.subject.lcsh | Finite element method |
dc.subject.lcsh | Mortar |
dc.subject.other | Masonry |
dc.subject.other | Walls |
dc.subject.other | Finite element analysis |
dc.subject.other | Textile reinforced mortar |
dc.subject.other | Second order bending |
dc.title | Numerical analysis of the load-bearing capacity of brick masonry walls strengthened with textile reinforced mortar and subjected to eccentric compressive loading |
dc.type | Article |
dc.subject.lemac | Construcció en maó |
dc.subject.lemac | Elements finits, Mètode dels |
dc.subject.lemac | Morter (Material de construcció) |
dc.contributor.group | Universitat Politècnica de Catalunya. LITEM - Laboratori per a la Innovació Tecnològica d'Estructures i Materials |
dc.contributor.group | Universitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials |
dc.identifier.doi | 10.1016/j.engstruct.2015.02.032 |
dc.description.peerreviewed | Peer Reviewed |
dc.relation.publisherversion | http://www.sciencedirect.com/science/article/pii/S0141029615001315 |
dc.rights.access | Open Access |
local.identifier.drac | 15560233 |
dc.description.version | Postprint (published version) |
local.citation.author | Bernat, E.; Gil, L.; Roca, P. |
local.citation.publicationName | Engineering structures |
local.citation.volume | 91 |
local.citation.startingPage | 96 |
local.citation.endingPage | 111 |
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