Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Alejandro Enfedaque Díaz"'
Autor:
Álvaro Picazo Iranzo, Jaime Gálvez Ruiz, Carlos Álvarez, Alejandro Enfedaque Díaz, Marcos G. Alberti
Publikováno v:
DYNA. 95:322-326
Polyolefin fibre reinforced concrete (PFRC) has become an attractive alternative to steel fibre reinforced concrete for structural applications. Although PFRC has shown capacity for meeting the structural requirements set in the regulations sometimes
Publikováno v:
DYNA. 94:437-441
In the last decades, certain types of non-metallic fibres have been found suitable for structural concrete elements achieving analogous performance of steel fibres. Among such non-metallic fibres, polyolefin macro-fibres can meet the requirements set
Publikováno v:
DYNA. 93:211-215
Recent research and applications have shown that fibre reinforced concrete (FRC) is an attractive solution also for structural elements [1]. The addition of fibres improves the material response when subjected to bending and tensile stresses [2]. The
Publikováno v:
FraMCoS-10: 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures | 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures | 23-26 junio, 2019 | Bayonne, France
Archivo Digital UPM
Universidad Politécnica de Madrid
Archivo Digital UPM
Universidad Politécnica de Madrid
In the last decades, many researchers have focused their work on studying the behaviour of fibre-reinforced concrete (FRC). The appearance of specific recommendations in several Standards has boosted their usage and the interest in this technology. A
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::588b4608cd18a8902e5dcb77b1c97f8e
http://oa.upm.es/64855/
http://oa.upm.es/64855/
Publikováno v:
Proceedings of the 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures | 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures | June 23-26, 2019 | Bayonne, Francia
Archivo Digital UPM
Universidad Politécnica de Madrid
Archivo Digital UPM
Universidad Politécnica de Madrid
Since the first appearance of concrete, various approaches have been taken in order to improve the behaviour of the material when subjected to tensile and bending stresses. Such approaches have provided enhancements in the ductility of the composite
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::eee578e23595f4924753e4d557d0bee5
http://oa.upm.es/55624/
http://oa.upm.es/55624/