Zobrazeno 1 - 10
of 125
pro vyhledávání: '"Mohammed, Hjiaj"'
Publikováno v:
Advanced Modeling and Simulation in Engineering Sciences, Vol 7, Iss 1, Pp 1-37 (2020)
Abstract A new formulation of geometrically exact planar Euler-Bernoulli beam in multi-body dynamics is proposed. For many applications, the use of the Euler-Bernoulli model is sufficient and has the advantage of being a nodal displacement-only formu
Externí odkaz:
https://doaj.org/article/d5c2b485e4324f4caeda3d07dbe5762e
Publikováno v:
Structures. 50:1980-1993
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::627aa2c93f7a1a642a4ab7f1ac191322
https://doi.org/10.1016/j.istruc.2023.02.083
https://doi.org/10.1016/j.istruc.2023.02.083
Publikováno v:
ce/papers. 5:999-1007
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::97760fd8eb8332d01ad0a23609c5c842
https://doi.org/10.1002/cepa.1844
https://doi.org/10.1002/cepa.1844
Publikováno v:
International Journal of Solids and Structures
International Journal of Solids and Structures, 2023, 264, pp.112106. ⟨10.1016/j.ijsolstr.2023.112106⟩
International Journal of Solids and Structures, 2023, 264, pp.112106. ⟨10.1016/j.ijsolstr.2023.112106⟩
This paper deals with the lateral–torsional buckling of elastoplastic steel beams under pure bending considering various cross-section geometries. Critical buckling moment expressions for elastic beams are well documented. In contrast, less attenti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5f410f7c8eb574725c33c9b434b15232
https://hal-ensta-bretagne.archives-ouvertes.fr/hal-03971167
https://hal-ensta-bretagne.archives-ouvertes.fr/hal-03971167
Publikováno v:
Engineering Computations
Engineering Computations, 2023, 40 (1), pp.265-295. ⟨10.1108/EC-02-2022-0059⟩
Engineering Computations, 2023, 40 (1), pp.265-295. ⟨10.1108/EC-02-2022-0059⟩
PurposeThis article presents a geometrically non-linear finite element formulation for the analysis of planar two-layer beam-columns taking into account the inter-layer slip and uplift.Design/methodology/approachThe co-rotational method is adopted, i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c24bd00e186c2c30f390a48e1449fd10
https://hal.science/hal-04011325
https://hal.science/hal-04011325
Autor:
Lynita Sarou, Maël Couchaux, Mohammed Hjiaj, Stéphane Sire, Jean-François Douroux, Alain Desbordes
Publikováno v:
Journal of Constructional Steel Research. 201:107675
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::00e9e0fdc4023b0dc9081fd61c85a8c2
https://doi.org/10.1016/j.jcsr.2022.107675
https://doi.org/10.1016/j.jcsr.2022.107675
Publikováno v:
The Baltic Journal of Road and Bridge Engineering, Vol 5, Iss 4, Pp 207-217 (2010)
The present paper is concerned with the elastic design optimisation of continuous composite beams. This optimisation is based on the analysis of the beam in the inelastic range including the concrete creep and shrinkage, the tension stiffening and te
Externí odkaz:
https://doaj.org/article/5892185d30e2440fa0b2cdabc7c0b70a
Publikováno v:
Journal of Constructional Steel Research
Journal of Constructional Steel Research, 2022, 197, pp.107410. ⟨10.1016/j.jcsr.2022.107410⟩
Journal of Constructional Steel Research, 2022, 197, pp.107410. ⟨10.1016/j.jcsr.2022.107410⟩
International audience; Analytical formulations for the evaluation of the critical bending moment for lateral-torsional buckling of a beam taking into account warping restraints at supports are proposed in this paper. A theoretically exact solution i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3f6ae6dd0c2858f956f81c1b8dcbaf69
https://doi.org/10.1016/j.jcsr.2022.107410
https://doi.org/10.1016/j.jcsr.2022.107410
Publikováno v:
ce/papers
ce/papers, 2021, 4 (2-4), pp.2262-2270. ⟨10.1002/cepa.1548⟩
ce/papers, Ernst & Sohn a Wiley brand, 2021, 4 (2-4), pp.2262-2270. ⟨10.1002/cepa.1548⟩
ce/papers, 2021, 4 (2-4), pp.2262-2270. ⟨10.1002/cepa.1548⟩
ce/papers, Ernst & Sohn a Wiley brand, 2021, 4 (2-4), pp.2262-2270. ⟨10.1002/cepa.1548⟩
International audience; In practice, the elastic lateral-torsional buckling of doubly symmetric I-section steel members is analyzed assuming free warping at supports. However, welded stiffeners, bolted end-plate connections or column base plates main
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::48fb4669efa62be888fda450fb37be87
https://univ-rennes.hal.science/hal-03520741
https://univ-rennes.hal.science/hal-03520741
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics
International Journal for Numerical and Analytical Methods in Geomechanics, Wiley, 2021, 45 (2), pp.265-290. ⟨10.1002/nag.3152⟩
International Journal for Numerical and Analytical Methods in Geomechanics, 2021, 45 (2), pp.265-290. ⟨10.1002/nag.3152⟩
International Journal for Numerical and Analytical Methods in Geomechanics, Wiley, 2021, 45 (2), pp.265-290. ⟨10.1002/nag.3152⟩
International Journal for Numerical and Analytical Methods in Geomechanics, 2021, 45 (2), pp.265-290. ⟨10.1002/nag.3152⟩
International audience; In this paper, numerical limit analysis is applied to evaluate the bearing capacity of a single rigid pile embedded in a ponderable homogeneous cohesive-frictionless soil subjected to vertical, horizontal, and moment (VHM) loa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::66e5c6c7d838f5e6bb44c46816cec9c5
https://hal.archives-ouvertes.fr/hal-03100403
https://hal.archives-ouvertes.fr/hal-03100403