Zobrazeno 1 - 10
of 37
pro vyhledávání: '"Juan Navarro-Gregori"'
Publikováno v:
Case Studies in Construction Materials, Vol 15, Iss , Pp e00746- (2021)
This paper presents a study on the flexural behavior of Ultra-High-Performance Fiber-Reinforced Concrete (UHPFRC) beams, which included conventional reinforcing bars. The study focuses on critical design aspects, such as concrete shrinkage and cracki
Externí odkaz:
https://doaj.org/article/2b7b528e46194e818475b4fce512715b
Autor:
I. Bauset-Tortonda, J.A. Mateu-Sánchez, P. Serna, E. Giménez-Carbó, M.C. Castro-Bugallo, J.R. Martí-Vargas, Juan Navarro-Gregori
Publikováno v:
Materials Today: Proceedings.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fb932652a9e4a36a29aa80925f9a9564
https://doi.org/10.1016/j.matpr.2023.03.647
https://doi.org/10.1016/j.matpr.2023.03.647
Autor:
Juan Navarro-Gregori
Publikováno v:
Hormigón y Acero.
Shear failure is considered one of the most critical modes of failure in concrete structures, especially for those elements without shear reinforcement. In the last sixty years, the research community has shown much interest to solve this problem. In
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e7b9f0a182c440718e7372ca9c267102
https://doi.org/10.33586/hya.2023.3106
https://doi.org/10.33586/hya.2023.3106
Publikováno v:
Footbridge 2022, Madrid: Creating Experience.
This contribution describes two concepts for lightweight bending-active footbridges, and the corresponding experimental prototypes made of ultra-high-performance concrete (UHPFRC). The first prototype (bending- active bow-string concept) has a span l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9a982cc7b5a5332675f6d1ccfe8e0991
https://doi.org/10.24904/footbridge2022.281
https://doi.org/10.24904/footbridge2022.281
Publikováno v:
Case Studies in Construction Materials
Case Studies in Construction Materials, Vol 15, Iss, Pp e00746-(2021)
RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
instname
Case Studies in Construction Materials, Vol 15, Iss, Pp e00746-(2021)
RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
instname
[EN] This paper presents a study on the flexural behavior of Ultra-High-Performance Fiber-Reinforced Concrete (UHPFRC) beams, which included conventional reinforcing bars. The study focuses on critical design aspects, such as concrete shrinkage and c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c32a49c09c36a5a6a541a3bb68740fd1
https://zenodo.org/record/5715336
https://zenodo.org/record/5715336
Autor:
Eduardo J. Mezquida-Alcaraz, Juan Navarro-Gregori, Liberato Ferrara, Francesco Lo Monte, Pedro Serna
Publikováno v:
RILEM Bookseries ISBN: 9783030837181
RILEM Bookseries
RILEM Bookseries-Fibre Reinforced Concrete: Improvements and Innovations II
RILEM Bookseries
RILEM Bookseries-Fibre Reinforced Concrete: Improvements and Innovations II
The Research Project ReSHEALience has been launched in 2018 in the framework of the European Programme Horizon 2020. The project aims at developing a new approach for the design of structures exposed to extremely aggressive environments, based on dur
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::efef9e79aa2ef6409e78b8af3a6be92a
https://doi.org/10.1007/978-3-030-83719-8_80
https://doi.org/10.1007/978-3-030-83719-8_80
Publikováno v:
RILEM Bookseries ISBN: 9783030837181
RILEM Bookseries
RILEM Bookseries
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3464db7dc55878bc71d5e1d898e15c27
https://doi.org/10.1007/978-3-030-83719-8_83
https://doi.org/10.1007/978-3-030-83719-8_83
Publikováno v:
RILEM Bookseries ISBN: 9783030837181
RILEM Bookseries
RILEM Bookseries
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::860f0d52c18b4257a72582919254df9d
https://doi.org/10.1007/978-3-030-83719-8_36
https://doi.org/10.1007/978-3-030-83719-8_36
Publikováno v:
RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
instname
instname
[EN] Tension stiffening is an essential effect that influences the behaviour of concrete structures under serviceability conditions, mainly regarding crack control and deflection behaviour. Serviceability conditions can be studied experimentally by r
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e2772e7ec98cc2dae527a1e29beb6a6c
https://doi.org/10.1617/s11527-021-01630-z
https://doi.org/10.1617/s11527-021-01630-z
Publikováno v:
RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
instname
instname
[EN] This study aimed to evaluate the maximum crack width formed under tensile stresses for two reinforced ultrahigh performance fibre-reinforced concrete (UHPFRC) types with different steel fibre volume contents, and to compare them to average value
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8b87415ff99ae5681e9b277d7210809a