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Effects of low temperatures on flexural strength of macro-synthetic fiber reinforced concrete: experimental and numerical investigation

Autor: Stanislav Aidarov, Alejandro Nogales, Igor Reynvart, Nikola Tošić, Albert de la Fuente

Publikováno v: Materials
Materials, Vol 15, Iss 1153, p 1153 (2022)
Materials; Volume 15; Issue 3; Pages: 1153
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)

Fiber-reinforced concrete (FRC) is an attractive alternative to traditional steel bar-reinforced concrete structures, as evidenced by the constantly increasing market consumption of structural fibers for this purpose. In spite of significant research

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::06a10b4d688925351e09d9ba9a2ea2f2
https://hdl.handle.net/2117/364463

Numerical-aided flexural-based design of fibre reinforced concrete column-supported flat slabs

Autor: Albert de la Fuente, Alejandro Nogales

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

The growing use of fibre reinforced concrete (FRC) for structural purposes has led several guidelines to include design-oriented models that allow the partial (and even total) substitution of the steel reinforcing bars. Among those, fibres as concret

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9e057dd0facd7b7c13f9151e6ac2967a
https://hdl.handle.net/2117/344012

Elevated flat slab of fibre reinforced concrete non-linear simulation up to failure

Autor: Albert de la Fuente, Alejandro Nogales

Publikováno v: UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
RILEM Bookseries ISBN: 9783030837181
RILEM Bookseries

The growing use of fibre reinforced concrete (FRC) on structural concrete has made that several codes and guidelines have included models for design in which the traditional reinforcement has been substituted partially or totally. Among the industria

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::57984f553da5a01c002d6b99eea87953
https://hdl.handle.net/2117/365906

Crack width design approach for fibre reinforced concrete tunnel segments for TBM thrust loads

Autor: Alejandro Nogales, Albert de la Fuente

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

Concentrated loads induced during the excavation stage by Tunnel Boring Machines (TBMs) is still a matter of discussion into the tunnelling construction field, this having a strong impact from both the technical (e.g., durability and service conditio

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d8d45a5b710e152896664c5d2ee56679
https://doi.org/10.1016/j.tust.2020.103342