Zobrazeno 1 - 10
of 73
pro vyhledávání: '"E. García-Taengua"'
Autor:
E. García-Taengua, Razan H. Al Marahla
Publikováno v:
RILEM Bookseries ISBN: 9783030837181
GFRP bars are regarded as an alternative to steel reinforcement in marine and aggressive environments. However, there are some shortfalls to the use of GFRP reinforced members in flexure, which the addition of fibres can redress. This paper is concer
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a3080d47c4bc4bbb7d73981175525c7d
https://doi.org/10.1007/978-3-030-83719-8_28
https://doi.org/10.1007/978-3-030-83719-8_28
Publikováno v:
Materials, Vol 14, Iss 3900, p 3900 (2021)
Materials
Volume 14
Issue 14
Materials
Volume 14
Issue 14
The analysis of hundreds of SFRC mixtures compiled from papers published over the last 20 years is reported. This paper is focused on the relationships between the size and dosage of steel fibers and the relative amounts of the constituents of SFRC m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6e6a50e9bd97e3fca46c38d1dce4deea
https://www.mdpi.com/1996-1944/14/14/3900
https://www.mdpi.com/1996-1944/14/14/3900
Autor:
Michael Newell, E. García-Taengua
Publikováno v:
Construction and Building Materials. 221:433-442
This study looks into the combined effects of nanosilica (NS) and graphene oxide (GO) when jointly added to cement-based systems and their interaction with superplasticizers (SP). Cement pastes with NS and GO contents of up to 3% and 0.03% over cemen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cdac1b40dde4ba56cfd91c23208bd4dd
https://doi.org/10.1016/j.conbuildmat.2019.06.066
https://doi.org/10.1016/j.conbuildmat.2019.06.066
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 11, Iss 2, Pp 409-416 (2019)
Journal of rock mechanics and geotechnical engineering : JRMGE 11(2), 409-416 (2019). doi:10.1016/j.jrmge.2018.12.006
Journal of rock mechanics and geotechnical engineering : JRMGE 11(2), 409-416 (2019). doi:10.1016/j.jrmge.2018.12.006
Journal of rock mechanics and geotechnical engineering : JRMGE 11(2), 409-416 (2019). doi:10.1016/j.jrmge.2018.12.006
Published by Elsevier, Wechselnde Erscheinungsorte
Published by Elsevier, Wechselnde Erscheinungsorte
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::09421ff4315fcb8ceab131a5e6ea8a00
http://www.sciencedirect.com/science/article/pii/S1674775518301872
http://www.sciencedirect.com/science/article/pii/S1674775518301872
Autor:
Raúl Luis Zerbino, Wolfgang Kusterle, E. García-Taengua, Hans Pauwels, E. Stefan Bernard, Clementina Del Prete, Aitor Llano-Torre, Pedro Serna, Rutger Vrijdaghs, Nicola Buratti
Publikováno v:
Round-Robin Test on Creep Behaviour in Cracked Sections of FRC: Experimental Program, Results and Database Analysis ISBN: 9783030727352
The analysis of the results of the round-robin test (RRT) comprised many steps. The variation of the main variables such as the number of samples tested, environmental conditions, pre-crack level or creep index and mechanical performance were analyse
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f3bc0e9cb46056dc25c83e26e352ef13
http://hdl.handle.net/11585/859102
http://hdl.handle.net/11585/859102
Autor:
Nicola Buratti, Karyne F. dos Santos, Aitor Llano-Torre, Raúl Luis Zerbino, Hans Pauwels, Pedro Serna, E. Stefan Bernard, Wolfgang Kusterle, Claudio Mazzotti, Sergio H.P. Cavalaro, William P. Boshoff, Benoît Parmentier, Clementina Del Prete, Rutger Vrijdaghs, E. García-Taengua
Publikováno v:
Round-Robin Test on Creep Behaviour in Cracked Sections of FRC: Experimental Program, Results and Database Analysis ISBN: 9783030727352
A round-robin test (RRT) on creep behaviour in cracked section of fibre-reinforced concrete (FRC) was realised with the participation of 19 international laboratories from 22 institutions. The same concrete matrix was used to design two different FRC
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::401ca34186ed78645e43b7bbd74cfb55
http://hdl.handle.net/11585/859094
http://hdl.handle.net/11585/859094
Autor:
E. García-Taengua, RH Al Marahla
Publikováno v:
RILEM Bookseries ISBN: 9783030584818
The mechanical properties of FRC mixes, namely compressive and tensile strength, are generally improved with respect to their unreinforced counterparts due to the contribution of fibres. This has implications in aspects like crack propagation or the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3798bb450626f208506ab3c4d04a8acb
https://doi.org/10.1007/978-3-030-58482-5_36
https://doi.org/10.1007/978-3-030-58482-5_36
Autor:
E. García-Taengua
Publikováno v:
RILEM Bookseries ISBN: 9783030584818
Fibres enhance the mechanical properties of concrete, but residual flexural strength parameters present significant variability. The proportioning and optimisation of FRC should integrate fresh and hardened state properties as well as their variabili
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::78d43c2616b723efee791d506f8f7a42
https://doi.org/10.1007/978-3-030-58482-5_73
https://doi.org/10.1007/978-3-030-58482-5_73
Autor:
E. García-Taengua, RH Al Marahla
Publikováno v:
RILEM Bookseries ISBN: 9783030584818
A comparative analysis of the flexural performance of FRC mixes with either glass or synthetic fibers is presented in this paper. The data used for such analysis were obtained from an experimental programme which comprised 42 notched prismatic specim
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5b81cf45f8f66c3f28b171e5bdeddf7e
https://doi.org/10.1007/978-3-030-58482-5_28
https://doi.org/10.1007/978-3-030-58482-5_28
Autor:
Paul T. Williams, Spyridoula Gerassimidou, Dimitrios Komilis, Richard A. Bourne, E. García-Taengua, Costas A. Velis
The level of uncertainty during quantification of hazardous elements/properties of waste-derived products is affected by sub-sampling. Understanding sources of variability in sub-sampling can lead to more accurate risk quantification and effective co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e7f4b96c48471e0adc233fa1ee93c900