Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Miguel Yurrita"'
Publikováno v:
Construction and Building Materials. 216:296-313
The multiple shear connection with slotted-in steel plates and dowel-type fasteners is a very efficient timber joint for large timber cross sections. It is used in practice, mainly due to its high capacity and its better performance under fire. Howev
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a6d344ee1ee39055b13511dc22608d39
https://doi.org/10.1016/j.conbuildmat.2019.04.100
https://doi.org/10.1016/j.conbuildmat.2019.04.100
Publikováno v:
Wood Material Science & Engineering. 14:298-311
Dowel-type connections in timber structures should be typically designed in a way that, if the load bearing capacity is exceeded, desirable ductile failure should likely occur, i.e. yielding of the metal dowel or embedment of the timber. However, the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2975520a8c71b9578fe0ec49f85d6aaf
https://doi.org/10.1080/17480272.2019.1645206
https://doi.org/10.1080/17480272.2019.1645206
Autor:
José Manuel Cabrero, Miguel Yurrita
Publikováno v:
Engineering Structures. 171:895-910
For safety reasons, ductile failure in timber connections with dowel-type fasteners is always recommended. It has usually been assumed that it can be achieved by fulfilling minimum spacing requirements between fasteners. However, recent works address
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aa5769165b58720f7a7e59c491d1db1b
https://doi.org/10.1016/j.engstruct.2018.03.037
https://doi.org/10.1016/j.engstruct.2018.03.037
Autor:
José Manuel Cabrero, Miguel Yurrita
Publikováno v:
Construction and Building Materials. 173:238-250
The calculation of the capacity of structural timber connections with dowel-type-fasteners requires the embedment strength of timber, which relies on expressions based on experimental tests. Most of the existing formulae were fitted for softwoods. Ho
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5fa4227b5cb00ffa4eefe13f911dc22f
https://doi.org/10.1016/j.conbuildmat.2018.03.127
https://doi.org/10.1016/j.conbuildmat.2018.03.127
Autor:
José Manuel Cabrero, Miguel Yurrita
Publikováno v:
Engineering Structures. 242:112496
Timber connections can fail in a ductile or in a brittle way. A structural design that guarantees a ductile behaviour in case of failure is desirable, especially when facing extreme situations such as earthquakes. This work discusses how the European
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9295c57b824f44e0f0b78bb4b9f235ff
https://doi.org/10.1016/j.engstruct.2021.112496
https://doi.org/10.1016/j.engstruct.2021.112496
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
Autor:
Miguel Yurrita, José Manuel Cabrero
Publikováno v:
Engineering Structures. 238:111766
Timber connections with small diameter fasteners that do not go through the whole timber member (such as screws or nails). may fail in brittle or ductile ways. In order to better understand their behaviour, an experimental campaign of tests of connec
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::00a64bced831f6999fabe4971569e773
https://doi.org/10.1016/j.engstruct.2020.111766
https://doi.org/10.1016/j.engstruct.2020.111766
Autor:
José Manuel Cabrero, Miguel Yurrita
Publikováno v:
Engineering Structures. 223:111155
Timber connections with one row of fasteners can fail, as the rest of timber connections, in a ductile (yielding of the fastener and embedment of the timber) or in a brittle way (wood fracture). In this latter case, one of the most common brittle fai
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::839dc83c067359a05f86502531e261b3
https://doi.org/10.1016/j.engstruct.2020.111155
https://doi.org/10.1016/j.engstruct.2020.111155
Autor:
José Manuel Cabrero, Miguel Yurrita
Publikováno v:
Engineering Structures. 217:110557
Timber connections may collapse in a brittle or in a ductile mode. The calculation models of timber joints are mainly focused on ductile failure mode, since it has been traditionally assumed that brittle failure was avoided by respecting a minimum sp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1b7bfd3034404ab6e082a210fbb2500c
https://doi.org/10.1016/j.engstruct.2020.110557
https://doi.org/10.1016/j.engstruct.2020.110557
Autor:
Miguel Yurrita, José Manuel Cabrero
Publikováno v:
Engineering Structures. 209:109959
The consideration of brittle failure of timber connections requires an adequate evaluation of the capacity of the involved failure planes. Their correct geometrical definition is therefore of utmost importance to obtain an accurate assessment of thei
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::981c576bc5d44bdc0b1dcbaff6a2fd01
https://doi.org/10.1016/j.engstruct.2019.109959
https://doi.org/10.1016/j.engstruct.2019.109959