Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Evy Van Puymbroeck"'
Publikováno v:
Applied Sciences, Vol 9, Iss 3, p 536 (2019)
For welded bridge components, the knowledge of residual stresses induced by welding is essential to determine their effect on the fatigue life behavior resulting in optimal fatigue design and a better knowledge about the fatigue strength of these wel
Externí odkaz:
https://doaj.org/article/fd5765aab99d48dd9ab6e9be875e7d37
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:
7TH INTERNATIONAL CONFERENCE ON FATIGUE DESIGN, FATIGUE DESIGN 2017
Tubular arch bridges are susceptible to fatigue problems due to stress concentrations, welding imperfections and tensile residual weld stresses. These bridges are composed of circular hollow section profiles welded together in tubular joints. This pa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c93cef3d65c05ef7b9e48b18f0d93a09
https://doi.org/10.1016/j.proeng.2018.02.061
https://doi.org/10.1016/j.proeng.2018.02.061
Publikováno v:
ce/papers. 1:4108-4112
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::39242bc1d483cfa83a00ca3f9e65434e
https://doi.org/10.1002/cepa.467
https://doi.org/10.1002/cepa.467
Publikováno v:
ce/papers. 1:4276-4282
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c6464653270b26e699f540eb2c74e72b
https://doi.org/10.1002/cepa.486
https://doi.org/10.1002/cepa.486
Publikováno v:
ce/papers. 1:1335-1343
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fdcac8e3a91ff49b8a3a47a6486a3caf
https://doi.org/10.1002/cepa.175
https://doi.org/10.1002/cepa.175
Publikováno v:
Materials Research Proceedings.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0fdf0b204eb8628b4f3f0cd168511e40
https://doi.org/10.21741/9781945291890-38
https://doi.org/10.21741/9781945291890-38
Publikováno v:
IABSE Symposium, Nantes 2018: Tomorrow’s Megastructures.
Designers try to find new ways to make landmark bridges slenderer and distinctive. A new trend for arch bridges is placing the arch not co - linear with the bridge axis, but slightly skew. While visually attractive, this concept introduces a number o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e4902ba03c5bd0f2c30f729ef0161805
https://doi.org/10.2749/nantes.2018.s5-183
https://doi.org/10.2749/nantes.2018.s5-183
Publikováno v:
Residual Stresses 2016.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e8c7b7015a88a012126dfd3086ecb656
https://doi.org/10.21741/9781945291173-40
https://doi.org/10.21741/9781945291173-40
Publikováno v:
Proceedings of International Structural Engineering and Construction. 3
Complex welding operations in orthotropic steel bridge decks introduce residual stresses near the weld region. To estimate fatigue failure of this type of bridge deck, tensile residual yield stresses are usually assumed around the weld region. Howeve
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6f7a3359549108adeb649d98d93b282b
https://doi.org/10.14455/isec.res.2016.71
https://doi.org/10.14455/isec.res.2016.71