Zobrazeno 1 - 10
of 48
pro vyhledávání: '"Foudil Mohri"'
Publikováno v:
Nanomaterials, Vol 11, Iss 8, p 1936 (2021)
This paper addresses the flexural–torsional stability of functionally graded (FG) nonlocal thin-walled beam-columns with a tapered I-section. The material composition is assumed to vary continuously in the longitudinal direction based on a power-la
Externí odkaz:
https://doaj.org/article/ff928078300745b4aad4e9b6d68e1946
Publikováno v:
In Thin-Walled Structures May 2022 174
Publikováno v:
In Journal of Constructional Steel Research April 2019 155:1-19
Akademický článek
Tento výsledek nelze pro nepřihlášené uživatele zobrazit.
K zobrazení výsledku je třeba se přihlásit.
K zobrazení výsledku je třeba se přihlásit.
Publikováno v:
Mechanics of Advanced Materials and Structures
Mechanics of Advanced Materials and Structures, Taylor & Francis, 2019, pp.1-17. ⟨10.1080/15376494.2019.1685144⟩
Mechanics of Advanced Materials and Structures, Taylor & Francis, 2019, pp.1-17. ⟨10.1080/15376494.2019.1685144⟩
This study deals with the analysis of multilayer composite and functionally graded materials (FGM) structures. The material properties of the FGM beam are assumed to vary according to the power law distribution of its constituent’s volume fraction
Publikováno v:
International Journal of Structural Stability and Dynamics
International Journal of Structural Stability and Dynamics, World Scientific Publishing, 2021, 21 (02), pp.2150018. ⟨10.1142/S0219455421500188⟩
International Journal of Structural Stability and Dynamics, World Scientific Publishing, 2021, 21 (02), pp.2150018. ⟨10.1142/S0219455421500188⟩
International audience; The flexural–torsional vibration behavior of unrestrained and braced thin-walled beams is investigated by experimental and finite elements approaches. In the experimental part, tests in free and forced vibrations of thin wal
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ce3525d0170b4bf88d866c7fd0c1828c
https://hal.archives-ouvertes.fr/hal-03232993
https://hal.archives-ouvertes.fr/hal-03232993
Publikováno v:
Thin-Walled Structures
Thin-Walled Structures, Elsevier, 2021, 159, pp.107268. ⟨10.1016/j.tws.2020.107268⟩
Thin-Walled Structures, Elsevier, 2021, 159, pp.107268. ⟨10.1016/j.tws.2020.107268⟩
International audience; The lateral-torsional buckling behavior of functionally graded (FG) non-local beams with a tapered I-section ishere investigated using an innovative methodology. The material properties are supposed to vary continuouslyalong t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4e96ebd1fa667ec0055858f93cc612a1
https://hal.archives-ouvertes.fr/hal-03233372
https://hal.archives-ouvertes.fr/hal-03233372
Publikováno v:
Journal of Vibration and Control
Journal of Vibration and Control, SAGE Publications, 2020, 26 (5-6), pp.255-276. ⟨10.1177/1077546319878901⟩
Journal of Vibration and Control, SAGE Publications, 2020, 26 (5-6), pp.255-276. ⟨10.1177/1077546319878901⟩
International audience; In this article, vibration of thin-walled beams with arbitrary open cross-section shape is investigated. Based on the beam element model accounting for warping and flexural–torsional coupling, analytical solutions for differ
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a6013fdcb855d0fd186d9655e8c93a4e
https://hal.archives-ouvertes.fr/hal-03035905
https://hal.archives-ouvertes.fr/hal-03035905
Publikováno v:
Numerical Methods in Civil Engineering
Numerical Methods in Civil Engineering, 2018, 3 (1), pp.13-25. ⟨10.29252/nmce.3.1.13⟩
Numerical Methods in Civil Engineering, 2018, 3 (1), pp.13-25. ⟨10.29252/nmce.3.1.13⟩
International audience; The lateral-torsional buckling of tapered thin-walled beams with singly-symmetric cross-section has been investigated before. For instance, the power series method has been previously utilized to simulate the problem, as well
Publikováno v:
Composite Structures
Composite Structures, Elsevier, 2021, 274, pp.114315. ⟨10.1016/j.compstruct.2021.114315⟩
Composite Structures, Elsevier, 2021, 274, pp.114315. ⟨10.1016/j.compstruct.2021.114315⟩
A beam finite element model is proposed for the static and free vibration analyses of FGM sandwich beams with viscoelastic nonlinear material behavior . In the analysis, zigzag theory is adopted for the displacement fields. The damping results from t