Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Ivor Ryan"'
Publikováno v:
Engineering Structures
Engineering Structures, 2018, 171, pp.817-841. ⟨10.1016/j.engstruct.2018.04.004⟩
Engineering Structures, Elsevier, 2018, 171, pp.817-841. ⟨10.1016/j.engstruct.2018.04.004⟩
Engineering Structures, 2018, 171, pp.817-841. ⟨10.1016/j.engstruct.2018.04.004⟩
Engineering Structures, Elsevier, 2018, 171, pp.817-841. ⟨10.1016/j.engstruct.2018.04.004⟩
International audience; A closed form solution for the ultimate tensile resistance of a bolted flange joint is derived considering yield line failure mechanisms developed by Igarashi et al. The position of the prying force is determined based on form
Publikováno v:
Journal of Constructional Steel Research
Journal of Constructional Steel Research, Elsevier, 2017, 133, pp.459-474. ⟨10.1016/j.jcsr.2016.10.012⟩
Journal of Constructional Steel Research, 2017, 133, pp.459-474. ⟨10.1016/j.jcsr.2016.10.012⟩
Journal of Constructional Steel Research, Elsevier, 2017, 133, pp.459-474. ⟨10.1016/j.jcsr.2016.10.012⟩
Journal of Constructional Steel Research, 2017, 133, pp.459-474. ⟨10.1016/j.jcsr.2016.10.012⟩
International audience; Both experimental evidence and 3D finite element analyses indicate that contact forces between the connected parts influence the behaviour of bolted T-stub and L-stub connections in tension. In the present paper, a mechanical
Publikováno v:
Journal of Constructional Steel Research
Journal of Constructional Steel Research, Elsevier, 2019, 157, pp.314-336. ⟨10.1016/j.jcsr.2018.12.024⟩
Journal of Constructional Steel Research, Elsevier, 2019, 157, pp.314-336. ⟨10.1016/j.jcsr.2018.12.024⟩
The available design rules to evaluate the force distributions in the tension and the compression parts of bolted circular flange connections under bending moment and axial are often based on the beam theory which is not adequate. The aim of this pap
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4f573d2d8d498d747c874d8df88fd490
https://hal.archives-ouvertes.fr/hal-03486981
https://hal.archives-ouvertes.fr/hal-03486981
Publikováno v:
International Journal of Mechanical Sciences. 93:181-190
The present paper deals with an enhanced beam model for semi-infinite prismatic solid in contact with a frictionless rigid support. To circumvent the solution of a plane elasticity problem, we propose an extension of the refined beam theory of Baluch
Publikováno v:
Journal of Constructional Steel Research
Journal of Constructional Steel Research, Elsevier, 2017, 138, pp.131-149. ⟨10.1016/j.jcsr.2017.06.016⟩
Journal of Constructional Steel Research, 2017, 138, pp.131-149. ⟨10.1016/j.jcsr.2017.06.016⟩
Journal of Constructional Steel Research, Elsevier, 2017, 138, pp.131-149. ⟨10.1016/j.jcsr.2017.06.016⟩
Journal of Constructional Steel Research, 2017, 138, pp.131-149. ⟨10.1016/j.jcsr.2017.06.016⟩
International audience; L-stubs are commonly used to model the tensile parts of ring flange bolted connections. Contact between opposite flanges has a significant effect on the elastic and plastic behaviour of these tensile joints. In the present pap
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2544011a111882aff8ad150f58b10df5
https://hal-univ-rennes1.archives-ouvertes.fr/hal-01619369
https://hal-univ-rennes1.archives-ouvertes.fr/hal-01619369
Autor:
Ivor Ryan
Les outils et méthodes de calcul proposés dans ce guide permettent de respecter les principes de dimensionnement figurant dans l'EN1993-1-8 (Eurocode 3 partie 1-8). Ce guide est destiné à permettre la conception et le calcul des assemblages de pi