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Publikováno v:
Engineering Structures. 241:112450
Timber connections with steel dowel-type fasteners may fail in ductile or brittle ways. The design of this joints was traditionally focused on ductile failure, assuming that brittle failure could be avoided by means of geometrical limitations. Howeve
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0a67afce4fa8149b56c9649f65160035
https://doi.org/10.1016/j.engstruct.2021.112450
https://doi.org/10.1016/j.engstruct.2021.112450
