dc.contributor.author | Grimsmo, Erik Løhre | |
dc.contributor.author | Clausen, Arild Holm | |
dc.contributor.author | Langseth, Magnus | |
dc.contributor.author | Aalberg, Arne | |
dc.date.accessioned | 2017-04-18T11:26:35Z | |
dc.date.available | 2017-04-18T11:26:35Z | |
dc.date.created | 2015-09-17T09:29:59Z | |
dc.date.issued | 2015 | |
dc.identifier.citation | International Journal of Impact Engineering. 2015, 85 132-145. | nb_NO |
dc.identifier.issn | 0734-743X | |
dc.identifier.uri | http://hdl.handle.net/11250/2437587 | |
dc.description.abstract | Many actions, such as accidental or malicious explosions, may impose high loading rates to structural frames. To enhance the knowledge of the behaviour of joints subjected to severe impulsive loading, a double-sided beam-to-column joint configuration was tested at quasi-static and dynamic loading rates. The test specimens consisted of H-section beams and columns, extended end-plates, and high-strength bolts. In both the quasi-static and dynamic tests, the fracture modes were bolt failure in combination with plastic deformation of the end-plates. However, it was observed that the joints absorbed considerably more energy before failure in the dynamic tests than in the quasi-static tests, partly due to changes in the deformation modes. Also, the ductility of the joints seemed to increase for higher loading rates. These results suggest that the tested joints behave in a preferable manner under extreme impulsive loads. | nb_NO |
dc.language.iso | eng | nb_NO |
dc.publisher | Elsevier | nb_NO |
dc.rights | Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal | * |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/4.0/deed.no | * |
dc.title | An experimental study of static and dynamic behaviour of bolted end-plate joints of steel | nb_NO |
dc.type | Journal article | nb_NO |
dc.type | Peer reviewed | nb_NO |
dc.source.pagenumber | 132-145 | nb_NO |
dc.source.volume | 85 | nb_NO |
dc.source.journal | International Journal of Impact Engineering | nb_NO |
dc.identifier.doi | 10.1016/j.ijimpeng.2015.07.001 | |
dc.identifier.cristin | 1264921 | |
dc.relation.project | Norges forskningsråd: 237885 | nb_NO |
dc.description.localcode | © 2015 Elsevier Ltd. All rights reserved. This is the authors' accepted and refereed manuscript to the article. Locked until July 10th 2017 due to copyright restrictions | nb_NO |
cristin.unitcode | 194,64,45,0 | |
cristin.unitcode | 194,64,65,0 | |
cristin.unitname | Institutt for konstruksjonsteknikk | |
cristin.unitname | SFI Structural Impact Laboratory | |
cristin.ispublished | true | |
cristin.fulltext | postprint | |
cristin.qualitycode | 1 | |