Numerical analysis of the load-bearing capacity of brick masonry walls strengthened with textile reinforced mortar and subjected to eccentric compressive loading

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dc.contributor	Universitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria
dc.contributor	Universitat Politècnica de Catalunya. Departament d'Enginyeria de la Construcció
dc.contributor	Universitat Politècnica de Catalunya. LITEM - Laboratori per a la Innovació Tecnològica d'Estructures i Materials
dc.contributor	Universitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials
dc.contributor.author	Bernat Masó, Ernest
dc.contributor.author	Gil Espert, Lluís
dc.contributor.author	Roca Fabregat, Pedro
dc.date	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.citation	0141-0296
dc.identifier.citation	10.1016/j.engstruct.2015.02.032
dc.identifier.uri	http://hdl.handle.net/2117/28308
dc.language.iso	eng
dc.relation	http://www.sciencedirect.com/science/article/pii/S0141029615001315
dc.rights	Attribution-NonCommercial-NoDerivs 3.0 Spain
dc.rights	info:eu-repo/semantics/openAccess
dc.rights	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	Building, Brick
dc.subject	Finite element method
dc.subject	Mortar
dc.subject	Masonry
dc.subject	Walls
dc.subject	Finite element analysis
dc.subject	Textile reinforced mortar
dc.subject	Second order bending
dc.subject	Construcció en maó
dc.subject	Elements finits, Mètode dels
dc.subject	Morter (Material de construcció)
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	info:eu-repo/semantics/publishedVersion
dc.type	info:eu-repo/semantics/article
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.description.abstract	Peer Reviewed

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