Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Gilles Van Staen"'
Publikováno v:
Structural Engineering International. 31:188-199
Various types of curved steel plates are commonly used in aerospace, naval and bridge engineering. Either very thin plates are used in order to create lightweight structures or thicker plates in or...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ffa3d7151b2453a28cb26b9d820b1f2f
https://doi.org/10.1080/10168664.2020.1816869
https://doi.org/10.1080/10168664.2020.1816869
Publikováno v:
International Journal of Steel Structures. 21:360-380
In orthotropic steel decks (OSDs), the rib-to-crossbeam joint is the most vulnerable detail that has not been drawn enough attention. The failure mode of cracks initiate from the lower weld end on rib wall is governing its fatigue performance. Howeve
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fc97489c4ad1c3e4ede5d6122e3983f8
https://doi.org/10.1007/s13296-020-00443-0
https://doi.org/10.1007/s13296-020-00443-0
Publikováno v:
ce/papers. 3:871-876
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::32010340c47705a9c7ad9de64d95df8d
https://doi.org/10.1002/cepa.1147
https://doi.org/10.1002/cepa.1147
Publikováno v:
Journal of Constructional Steel Research. 159:534-547
A three-dimensional finite element welding simulation procedure is developed with the software Siemens NX and solver type SAMCEF in order to determine the residual stresses of a welded component of an orthotropic bridge deck. The welding process of a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f6133fdf4161c1c116bdbf99e722869e
https://doi.org/10.1016/j.jcsr.2019.05.015
https://doi.org/10.1016/j.jcsr.2019.05.015
Publikováno v:
IABSE Congress Reports.
For orthotropic steel deck (OSD) bridges, the open ribs are less used because of their relatively lower torsional stiffness. However, with the design focus of OSD shifts from strength design to fatigue design, the system of open ribs shows the potent
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ac14fa17d4fa10fe774b01cf99b192b9
https://doi.org/10.2749/ghent.2021.0877
https://doi.org/10.2749/ghent.2021.0877
Publikováno v:
IABSE Congress Reports.
Curved steel panels are widely used in structures such as ships, aircrafts and bridges. During the last decades, plates with an out-of-plane curvature in the cross-section of the bridge are being used, partly to increase the aesthetics. The elastic b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c5d6466d4e9d7665d6163c0f63c84837
https://doi.org/10.2749/christchurch.2021.0445
https://doi.org/10.2749/christchurch.2021.0445
Publikováno v:
IABSE Congress Reports.
Historic and archaeological sites are often subjected to harmful environmental as well as human factors. Covering these sites with protective structures or shelters does not always render the desired result, since the authentic character of the site
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::27c50e1f1e77bf34ee00fef9ea43c5d6
https://doi.org/10.2749/ghent.2021.1110
https://doi.org/10.2749/ghent.2021.1110
Publikováno v:
IABSE Congress Reports.
Contemporary arch bridges are mostly designed as slender structures. Due to the presence of mainly compressive forces in the arches, the bridge may become prone to out-of-plane buckling. The main purpose of this research is to examine the influence o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3b078fa3a9adc09d4f43b94cb50caf15
https://doi.org/10.2749/ghent.2021.0768
https://doi.org/10.2749/ghent.2021.0768
Publikováno v:
PROCEEDINGS OF INTERNATIONAL STRUCTURAL ENGINEERING AND CONSTRUCTION
Arch bridge springs can be connected to concrete abutments either by prestressing bars or by connectors. In both options, the torsional stiffness is substantially reduced, compared to the full arch cross sectional area. The influence of this lack of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e191528d906787ef73371836416f9df2
https://hdl.handle.net/1854/LU-8685272
https://hdl.handle.net/1854/LU-8685272
Publikováno v:
Engineering Structures. 248:113208
In orthotropic steel decks (OSDs), the rib-to-crossbeam joint is the most complex joint. When dealing with the intersection of the rib to the crossbeam, the prevailing approach is to design a cope hole in the crossbeam web. Nevertheless, the stress c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7658210f19074b87d398eb2e9c7101ff
https://doi.org/10.1016/j.engstruct.2021.113208
https://doi.org/10.1016/j.engstruct.2021.113208