Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Valentino Vigneri"'
Publikováno v:
ce/papers. 6:682-693
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dc234204a5da47f843990040dd476cbd
https://doi.org/10.1002/cepa.1947
https://doi.org/10.1002/cepa.1947
Publikováno v:
Structures, 45
This contribution presents an experimental study on composite steel truss in concrete (CSTC) beams consisting of prefabricated structural steel latticed girders embedded in concrete. Unlike typical composite beams with downstand steel profiles using
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::252b96a19a1f9fb42e628a42af2d5ba6
https://doi.org/10.1016/j.istruc.2022.09.111
https://doi.org/10.1016/j.istruc.2022.09.111
Publikováno v:
ce/papers, 5 (4)
SDSS 2022-The International Colloquium on Stability and Ductility of Steel Structures
SDSS 2022-The International Colloquium on Stability and Ductility of Steel Structures
Experimental push-out tests have been playing an essential role for the evaluation of the structural behaviour of shear connectors in steel-concrete composite beams along with the development of analytical design guidelines for predicting the respect
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::01c850f89341525e767a4c76a6834d84
Publikováno v:
ce/papers, 5 (4)
SDSS 2022-The International Colloquium on Stability and Ductility of Steel Structures
SDSS 2022-The International Colloquium on Stability and Ductility of Steel Structures
Unlike typical composite beams using downstand steel profiles, Composite steel truss in concrete (CSTC) beams consist of steel trusses welded to a steel plate and embedded in concrete. In this case, the longitudinal shear transfer relies on the mecha
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2581a53345fc6966e896b12717fea236
Publikováno v:
ce/papers, 4 (2-4)
EUROSTEEL 2021: Sheffield-Steel's Coming Home
EUROSTEEL 2021: Sheffield-Steel's Coming Home
Current EN 1994-1-1 provides statistically calibrated equations for predicting the strength of headed stud shear connectors in profiled steel sheeting. Recent tests showed that the design resistance is overestimated for some novel open trough decks.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2049fd9a018d799ca1618d64d419474e
https://hdl.handle.net/20.500.11850/516402
https://hdl.handle.net/20.500.11850/516402
Publikováno v:
Engineering Structures, 241
Engineering Structures, 241
ISSN:0141-0296
ISSN:0141-0296
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::65c2a143afc15e9c09aead3d2d8cb1b9
https://hdl.handle.net/20.500.11850/485486
https://hdl.handle.net/20.500.11850/485486
Publikováno v:
ce/papers. 3:231-236
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bd9322ed20ef7c6841a1accdb88ed1aa
https://doi.org/10.1002/cepa.1050
https://doi.org/10.1002/cepa.1050
Publikováno v:
Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures (pp. 229-236). (2018).
RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
instname
RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
instname
[EN] For composite beams using novel steel sheeting, the current Eurocode 4 rules sometimes overestimate the load bearing capacity of the shear connector. This is due to the larger rib heights and the smaller rib widths in comparison with the old stu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::40c9daa1caaf19b5510a27e9acd8098a
http://orbilu.uni.lu/handle/10993/40780
http://orbilu.uni.lu/handle/10993/40780