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This article is the first part of a three-article series and it deals with full-scale tests of a load-carrying box girder. The two other articles present more details on smaller sub-component levels as well as cap specimens (article 2) and shear webs
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b96ba450998949c3ecc2ab2080fd77ed
http://hdl.handle.net/10044/1/13990
http://hdl.handle.net/10044/1/13990
Autor:
Nielsen, Magda, Find M Jensen, H Nielsen, Berring, Peter, Martyniuk, Karolina, Roczek, Agnieszka, Sieradzan, Tomasz, Vatslav Roudnitski, Kucio, Piotr, Bitsche, Robert, Andresen, Peter, Lukassen, Troels, Andrlová, Zuzana, Branner, Kim, Bak, Christian, Kallesøe, Bjarne, Mcgugan, Malcolm, Wedel-Heinen, Jakob, Lindby, Torben, Sørensen, Flemming, Jensen, Christian, Knudsen, Henrik, Uldahl, Ulla, Rasmussen, Anders B, Rasmussen, Jens Jakob
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::83ec6f0002b17073bf317c72d27fa8be
Publikováno v:
Technical University of Denmark Orbit
The hollow profile of a wind turbine blade is subject to high levels of deformation when under the crushing pressure that is induced by flapwise loading. The load bearing box girder will ovalize under the pressure like forces and the shear sandwich w
Publikováno v:
Wind Energy; Mar2011, Vol. 14 Issue 2, p239-254, 16p, 5 Color Photographs, 1 Black and White Photograph, 8 Diagrams, 4 Graphs