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Experimental and numerical analysis of bending-buckling mixed failure of brickwork walls

Autor
Bernat, E.; Gil, L.; Roca, P.; Sandoval, C.
Tipus d'activitat
Article en revista
Revista
Construction & building materials
Data de publicació
2013-06
Volum
43
Pàgina inicial
1
Pàgina final
13
DOI
https://doi.org/10.1016/j.conbuildmat.2013.01.025 Obrir en finestra nova
Projecte finançador
Experimental analysis and modeling of the response of masonry structures subjected to in-plane and out-of-plane loading (BIA2006-04127)
Repositori
http://hdl.handle.net/2117/22291 Obrir en finestra nova
URL
http://www.sciencedirect.com/science/article/pii/S0950061813000895 Obrir en finestra nova
Resum
The eccentric in-plane loading of masonry walls involves complex bending performance that includes second-order effects. In this work, a bidimensional (2D) simplified micro-model for the analysis of this type of failure is developed. An experimental investigation based on 20 tests of full-scale unreinforced masonry walls is performed. The tests are characterised by slenderness and load eccentricity. The analytical methods of Eurocode-6 and ACI-530 are compared with experimental data from the pre...
Citació
Bernat, E. [et al.]. Experimental and numerical analysis of bending-buckling mixed failure of brickwork walls. "Construction & building materials", Juny 2013, vol. 43, p. 1-13.
Paraules clau
Buckling failure, Experimental tests, Simplified micro-modelling, Unreinforced brickwork wall
Grup de recerca
ATEM - Anàlisi i Tecnologia d'Estructures i Materials
LITEM - Laboratori per a la Innovació Tecnològica d'Estructures i Materials

Participants