Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Bruno Jurkiewiez"'
Publikováno v:
Structures
Structures, 2022, 39, pp.1231-1248. ⟨10.1016/j.istruc.2022.03.055⟩
Structures, 2022, 39, pp.1231-1248. ⟨10.1016/j.istruc.2022.03.055⟩
International audience; The combination of timber elements and steel beams can be of high interest for mechanical performances including instabilities and fire protection. In this paper, experiments and numerical modelling are performed to analyse th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f51a37b3116d437dee117164c90cacdb
https://hal.science/hal-03922705
https://hal.science/hal-03922705
Publikováno v:
Composite Structures. 207:148-165
This paper presents experimental and numerical investigations about the short- and long-term behaviour of a hybrid beam consisting of a GFRP pultruded profile bonded by an epoxy adhesive joint to a reinforced concrete slab . The experimental program
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::308719a0c182f3d4ceead2e63bdcf5d2
https://doi.org/10.1016/j.compstruct.2018.09.013
https://doi.org/10.1016/j.compstruct.2018.09.013
Publikováno v:
International Journal of Adhesion and Adhesives
International Journal of Adhesion and Adhesives, Elsevier, 2020, 98, pp.102552-. ⟨10.1016/j.ijadhadh.2020.102552⟩
International Journal of Adhesion and Adhesives, Elsevier, 2020, 98, pp.102552-. ⟨10.1016/j.ijadhadh.2020.102552⟩
Adhesively bonded joints have expanded widely in recent years as more and more advanced glass fibre reinforced materials are being utilized in the civil engineering applications. Hybrid pultruded GFRP concrete bonded beams have been proposed as an ec
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::84c5d3950bf5d4ca1caa7e544e229e92
https://hal.archives-ouvertes.fr/hal-03489640
https://hal.archives-ouvertes.fr/hal-03489640
Publikováno v:
Construction and Building Materials. 179:512-525
An experimental study was performed to determine the environmental durability of adhesive bond between Glass Fibre Reinforced Polymer pultruded profile and concrete. The specimens were subjected to two artificial ageing regimes before being tested to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1fd52dc1365a86cbfd8c0b179fc892b6
https://doi.org/10.1016/j.conbuildmat.2018.05.249
https://doi.org/10.1016/j.conbuildmat.2018.05.249
Akademický článek
Tento výsledek nelze pro nepřihlášené uživatele zobrazit.
K zobrazení výsledku je třeba se přihlásit.
K zobrazení výsledku je třeba se přihlásit.
Publikováno v:
Composite Structures. 180:192-210
Recently, the use of GFRP pultruded profiles increased in the structures domain especially in the construction of sandwiched slabs and footbridges. However under heavy loads, the risk of using these profiles increases due to their high deformability
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4a297899c4a9e3de8dfe61b1327ff82e
https://doi.org/10.1016/j.compstruct.2017.07.059
https://doi.org/10.1016/j.compstruct.2017.07.059
Publikováno v:
ce/papers. 1:2283-2291
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7dda04046c6f3919e70330c0b57921d7
https://doi.org/10.1002/cepa.275
https://doi.org/10.1002/cepa.275
Publikováno v:
Engineering Structures
Engineering Structures, Elsevier, 2019, 199, pp.109629-. ⟨10.1016/j.engstruct.2019.109629⟩
Engineering Structures, Elsevier, 2019, 199, pp.109629-. ⟨10.1016/j.engstruct.2019.109629⟩
This paper presents an experimental investigation on the short-term behaviour up to failure of a full-scale GFRP-concrete hybrid footbridge. The connection between the slab and the GFRP profiles is a mixed bonding/bolting connection. The footbridge w
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c1fa2ef950b72db50ff24fc9550a9e62
https://hal.archives-ouvertes.fr/hal-03487226
https://hal.archives-ouvertes.fr/hal-03487226
Publikováno v:
Engineering Structures. 231:111717
Adhesive bonding connection was studied by means of push-out and bending tests performed on specimens cast in the same batch in order to better understand the correlation between interface characterisation and structural bending behaviour. The influe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a3a099c8a20044e7fe8faa2b105ccb4c
https://doi.org/10.1016/j.engstruct.2020.111717
https://doi.org/10.1016/j.engstruct.2020.111717
Publikováno v:
International Journal of Adhesion and Adhesives. 54:131-142
We present characterisation interface tests results obtained by push-out tests adapted to a Steel–concrete bonded connection. The sizes of the concrete slabs and areas of the bonding zone are the primary studied parameters. It is shown that the beh
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a06421d346fc06d687c5aca4fd0130a6
https://doi.org/10.1016/j.ijadhadh.2014.05.010
https://doi.org/10.1016/j.ijadhadh.2014.05.010