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Study of the compressive response of masonry using non-conventional joint materials

Autor
Bernat, E.; Escrig, C.; Gil, L.
Tipus d'activitat
Article en revista
Revista
International journal of masonry research and innovation
Data de publicació
2017
Volum
2
Número
1
Pàgina inicial
83
Pàgina final
103
DOI
https://doi.org/10.1504/IJMRI.2017.10003271 Obrir en finestra nova
Repositori
http://hdl.handle.net/2117/115062 Obrir en finestra nova
URL
https://www.inderscienceonline.com/doi/abs/10.1504/IJMRI.2017.082399 Obrir en finestra nova
Activitat premiada
Si
Resum
The compressive response of masonry is influenced by geometric, material and execution variables. In addition, the nature of bricks and mortar typically introduces uncertainty to the experimental results. In order to reduce this uncertainty, an experimental campaign has been carried out to analyse the influence of the properties of the joints. Four non-conventional masonry typologies including resin, EPS and rubber joints have been considered for this purpose. In all, 60 compressive tests and 50...
Citació
Bernat, E., Escrig, C., Gil, L. Study of the compressive response of masonry using non-conventional joint materials. "International journal of masonry research and innovation", 2017, vol. 2, núm. 1, p. 83-103.
Paraules clau
Compressive response, Compressive strength, Deformability, EPS foam, EPS joints, Epoxy resin joints, Eurocode 6, Expanded polystyrene, Joint thickness, Masonry, Modulus of linear deformation, Mortar, Non-conventional joint materials, Rubber joints, Stacked bricks
Grup de recerca
LITEM - Laboratori per a la Innovació Tecnològica d'Estructures i Materials

Participants

Arxius