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pro vyhledávání: '"Macro-synthetic fibres"'
Akademický článek
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Autor:
Ivan Trabucchi, Giovanni Plizzari, Ralf Winterberg, Antonio Conforti, Giuseppe Tiberti, Antonio Mudadu
Publikováno v:
RILEM Bookseries ISBN: 9783030837181
RILEM Bookseries
RILEM Bookseries
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fe9502ac957acc4e34a70b6b5e9e6769
https://doi.org/10.1007/978-3-030-83719-8_61
https://doi.org/10.1007/978-3-030-83719-8_61
Analysis of design constitutive model for plastic fibre reinforced concrete through inverse analysis
The increasing use of fibre reinforced concrete (FRC) as a structural material requires a constant development of new tools for design purposes. In this line, different codes and guidelines include constitutive models for FRC in their specifications.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3484::85b284ea589fe76d5102b4f4b7a60fe3
https://hdl.handle.net/2117/388983
https://hdl.handle.net/2117/388983
[EN] Several efforts have been made in experimental and theoretical research about shear to understand all the variables that influence the phenomenon. Nowadays, however, due to its complexity, the shear performance of structural concrete elements, e
Externí odkaz:
http://hdl.handle.net/10251/153147
Autor:
Ortiz Navas, Francisco Roberto
Publikováno v:
RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
instname
instname
[EN] Several efforts have been made in experimental and theoretical research about shear to understand all the variables that influence the phenomenon. Nowadays, however, due to its complexity, the shear performance of structural concrete elements, e
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c2778344e3b8640181f8d5885ce95180
https://doi.org/10.4995/thesis/10251/153147
https://doi.org/10.4995/thesis/10251/153147
Kniha
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Publikováno v:
SEDICI (UNLP)
Universidad Nacional de La Plata
instacron:UNLP
Universidad Nacional de La Plata
instacron:UNLP
The study of creep behaviour of fibre concrete in cracked conditions is nowadays one of the main subjects of interest; many research groups in the world are working on this matter and the development of test methods and the definition of parameters f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fe07923e4c507843da490e55220fb079
https://doi.org/10.1617/s11527-015-0727-y
https://doi.org/10.1617/s11527-015-0727-y
Autor:
Pedro Serna, Juan Navarro Gregori, Giovanni Plizzari, Antonio Conforti, Fausto Minelli, Estefanía Cuenca
Publikováno v:
RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
instname
instname
The shear strength of elements reinforced by fibres is predicted by Codes using formulations generally developed from a limited set of test results. In fact, only few of available test results are combined with a material mechanical characterization,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::26c8067092e71eaaac1389b299700950
https://doi.org/10.1617/s11527-017-1130-7
https://doi.org/10.1617/s11527-017-1130-7
Publikováno v:
RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
instname
instname
[EN] Shear behaviour in reinforced concrete (RC) elements can improve with an adequate amount of fibres. Research has recently determined how fibres affect shear strength, but has barely focused on macro synthetic fibre-reinforced concrete (PFRC). Th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e70ebc1d980f14684bc26fd17af898bc
http://hdl.handle.net/11311/1085504
http://hdl.handle.net/11311/1085504
Autor:
Erik Stefan Bernard
Publikováno v:
Tunnelling and Underground Space Technology. 49:241-248
It is commonly assumed that when a mix achieves satisfactory performance in Quality Control tests at 28 days this result will translate into satisfactory performance throughout the design life of the corresponding concrete structure. While this is ge
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1f74dbd9840581fac8352a6628f79917