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Experimental evaluation of the shear strength of aerial lime mortar brickwork by standard tests on triplets and non-standard tests on core samples

Autor
Pelà, L.; Kasioumi, K.; Roca, P.
Tipus d'activitat
Article en revista
Revista
Engineering structures
Data de publicació
2017-04
Volum
136
Pàgina inicial
441
Pàgina final
453
DOI
https://doi.org/10.1016/j.engstruct.2017.01.028 Obrir en finestra nova
Projecte finançador
Técnicas multiescala para el análisis experimental y numérico de la fiabilidad de las estructuras de obra de fábrica
Repositori
http://hdl.handle.net/2117/101009 Obrir en finestra nova
URL
http://www.sciencedirect.com/science/article/pii/S0141029616307581 Obrir en finestra nova
Resum
This paper presents the results of an experimental program carried out in the laboratory to evaluate the shear strength of aerial lime mortar brickwork. Masonry triplets and walls were tested after one year from their construction by adopting two different testing methods. The first approach consisted in the shear tests of masonry triplets, whereas the second technique was based on core drilling from walls of 90 mm diameter cylindrical specimens to be subjected to Brazilian tests with varying in...
Citació
Pela, L., Kasioumi, K., Roca, P. Experimental evaluation of the shear strength of aerial lime mortar brickwork by standard tests on triplets and non-standard tests on core samples. "Engineering structures", Abril 2017, vol. 136, p. 441-453.
Paraules clau
Bond interface, Brazilian test, Cohesion, Coring, Double Punch Test, Friction, Masonry, Minor Destructive Testing (MDT), Mohr-Coulomb criterion, Triplets
Grup de recerca
ATEM - Anàlisi i Tecnologia d'Estructures i Materials

Participants