Analytical Approach and Numerical Simulation of Reinforced Concrete Beams Strengthened with Different FRCM Systems

Autor: Christian Escrig, Ernest Bernat-Maso, Luis Mercedes, Lluís Gil

Publikováno v: Materials, Vol 14, Iss 1857, p 1857 (2021)
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Materials
Materials; Volume 14; Issue 8; Pages: 1857

Fabric-reinforced cementitious matrices (FRCMs) are a novel composite material for strengthening structures. Fabric contributes to tying cross-sections under tensile stress. The complexity of the interfaces between the fabric and the matrix does not

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e81488c1f5ab27e5df69bca3f932c6b0
https://www.mdpi.com/1996-1944/14/8/1857

Ultrasound transmission method to assess raw earthen materials

Autor: Ernest Bernat-Maso, Elitsa Teneva, Christian Escrig, Lluís Gil

Publikováno v: UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Recercat. Dipósit de la Recerca de Catalunya
instname

© 2017. This version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/ The feasibility of using ultrasound transmission method to assess raw earthen materials is investigated. Results indicate that

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b6a348e2467db3da6c2337d004385394
https://doi.org/10.1016/j.conbuildmat.2017.09.012

Analysis of brick masonry walls strengthened with fibre reinforced polymers and subjected to eccentric compressive loads

Autor: Ernest Bernat-Maso, Christian Escrig, Lluís Gil

Publikováno v: Recercat. Dipósit de la Recerca de Catalunya
Universitat Jaume I
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)

Fibre Reinforced Polymers laminates are currently used to strengthen brick masonry walls. However, no specific evidences of the structural response of this strengthening system when brick walls are subjected to eccentric compressive loads, which migh

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b2e3ae866a69c91e1813e7214a41eb9c
https://doi.org/10.1016/j.conbuildmat.2015.02.078

Comparación entre los sistemas de refuerzo TRM y FRP en la prevención del colapso por pandeo de muros de fábrica

Autor: Christian Escrig, Ernest Bernat-Maso, Lluís Gil

Publikováno v: Informes de la Construcción; Vol. 68 No. 543 (2016); e157
Informes de la Construcción; Vol. 68 Núm. 543 (2016); e157
Informes de la Construcción
Consejo Superior de Investigaciones Científicas (CSIC)
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Informes de la Construccion, Vol 68, Iss 543, p e157 (2016)
Recercat. Dipósit de la Recerca de Catalunya
instname

Fibre Reinforced Polymer (FRP) and Textile Reinforced Mortar (TRM) have been studied, compared and applied to strengthen brick masonry walls. The comparison of their performance against second order bending effects is addressed in this paper for the

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::994aa60f3b1f46848c6d6e22f61acc62
https://hdl.handle.net/2117/100365

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

Autor: Christian Escrig, Ernest Bernat-Maso, Lluís Gil

Publikováno v: UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Recercat. Dipósit de la Recerca de Catalunya
instname

Winner of the International Journal of Masonry Research and Innovation IJMRI Best Paper Award 2017 The compressive response of masonry is influenced by geometric, material and execution variables. In addition, the nature of bricks and mortar typicall

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c438f0957d0096504788117be7ca6a79
https://doi.org/10.1504/ijmri.2017.10003271