TY - RPRT
T1 - Full Scale Test of a SSP 34m box girder 1. Data report
AU - Jensen, Find Mølholt
AU - Branner, Kim
AU - Nielsen, Per Hørlyk
AU - Berring, Peter
AU - Antvorskov, Troels Skieller
AU - Nielsen, Magda
AU - Lindahl, Morten Michael
AU - Lund, Brian
AU - Jensen, Christian
AU - Reffs, Joan Højsholm Humble Ascanius
AU - Nielsen, Rune Frimand
AU - Jensen, Peter Hjuler
AU - McGugan, Malcolm
AU - Borum, Kaj Kvisgård
AU - Skov Hansen, René
AU - Skamris, Carsten
AU - Sørensen, Flemming
AU - Schytt-Nielsen, Rune
AU - Laursen, Jeppe H.
AU - Klein, Marcus
AU - Morris, Andy
AU - Gwayne, Andy
AU - Stang, Henrik
AU - Wedel-Heinen, Jakob
AU - Dear, John P.
AU - Puri, Amit
AU - Fergusson, Alexander
PY - 2008
Y1 - 2008
N2 - This report presents the setup and result of a full-scale test of a reinforced glass fibre/epoxy box girder used in 34m wind turbine blade. The tests were performed at the Blaest test facility in August 2006. The test is an important part of a research project established in cooperation between Risø DTU, the National Laboratory for Sustainable Energy at the Technical University of Denmark -, SSP-Technology A/S and Blaest (Blade test centre A/S) and it has been performed as a part of Find Mølholt Jensen‟s PhD study. This report contains the complete test data for the final test, in which the box girder was loaded until failure. A comprehensive description of the test setup is given. This report deals only with tests and results. There are no conclusions on the data in this report, but references are given to publications, where the data are used and compared with FEM etc. Various kinds of measuring equipment have been used during these tests: acoustic emission, 330 strain gauges, 24 mechanical displacement devices and two optical deformation measuring systems. The mechanical displacement devices measured both global (absolute) and local (relative) deflection and the optical systems measured surface deformation. A prediction was made on the location of the failure of the girder. At this location the majority of the measuring equipment was concentrated. The prediction was proved to be correct and valuable information of the behaviour of the box girder prior to failure was obtained. The experimental investigation consisted of the following load configurations:
-Flapwise bending
-Torsion Ultrasonic scanning of the box girder was performed before, during and after the test the box girder. This was done to investigate whether the girder was damaged by the load or imperfection (productions defects) growth.
AB - This report presents the setup and result of a full-scale test of a reinforced glass fibre/epoxy box girder used in 34m wind turbine blade. The tests were performed at the Blaest test facility in August 2006. The test is an important part of a research project established in cooperation between Risø DTU, the National Laboratory for Sustainable Energy at the Technical University of Denmark -, SSP-Technology A/S and Blaest (Blade test centre A/S) and it has been performed as a part of Find Mølholt Jensen‟s PhD study. This report contains the complete test data for the final test, in which the box girder was loaded until failure. A comprehensive description of the test setup is given. This report deals only with tests and results. There are no conclusions on the data in this report, but references are given to publications, where the data are used and compared with FEM etc. Various kinds of measuring equipment have been used during these tests: acoustic emission, 330 strain gauges, 24 mechanical displacement devices and two optical deformation measuring systems. The mechanical displacement devices measured both global (absolute) and local (relative) deflection and the optical systems measured surface deformation. A prediction was made on the location of the failure of the girder. At this location the majority of the measuring equipment was concentrated. The prediction was proved to be correct and valuable information of the behaviour of the box girder prior to failure was obtained. The experimental investigation consisted of the following load configurations:
-Flapwise bending
-Torsion Ultrasonic scanning of the box girder was performed before, during and after the test the box girder. This was done to investigate whether the girder was damaged by the load or imperfection (productions defects) growth.
KW - Vindenergi
KW - Risø-R-1622
KW - Risø-R-1622(EN)
M3 - Report
SN - 978-87-550-3636-9
T3 - Denmark. Forskningscenter Risoe. Risoe-R
BT - Full Scale Test of a SSP 34m box girder 1. Data report
PB - Danmarks Tekniske Universitet, Risø Nationallaboratoriet for Bæredygtig Energi
CY - Roskilde
ER -