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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

Autor
Bernat, E.; Gil, L.; Roca, P.
Tipus d'activitat
Article en revista
Revista
Engineering structures
Data de publicació
2015-05-15
Volum
91
Pàgina inicial
96
Pàgina final
111
DOI
https://doi.org/10.1016/j.engstruct.2015.02.032 Obrir en finestra nova
Repositori
http://hdl.handle.net/2117/28308 Obrir en finestra nova
URL
http://www.sciencedirect.com/science/article/pii/S0141029615001315 Obrir en finestra nova
Resum
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...
Citació
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.
Paraules clau
Finite element analysis, Masonry, Second order bending, Textile reinforced mortar, Walls
Grup de recerca
ATEM - Anàlisi i Tecnologia d'Estructures i Materials
LITEM - Laboratori per a la Innovació Tecnològica d'Estructures i Materials

Participants

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