Zobrazeno 1 - 10
of 43
pro vyhledávání: '"Le Kha Hoa"'
Publikováno v:
Materials, Vol 11, Iss 11, p 2200 (2018)
This paper analyzes the nonlinear buckling and post-buckling characteristics of the porous eccentrically stiffened functionally graded sandwich truncated conical shells resting on the Pasternak elastic foundation subjected to axial compressive loads.
Externí odkaz:
https://doaj.org/article/a3a7ee1d4a2346fca0615c299df3aadc
Publikováno v:
Vietnam Journal of Mechanics. 44:514-525
This paper deals with the nonlinear buckling and post-buckling of sandwich cylindrical panels with non-uniform porous core and functionally graded face sheets. The imperfect sandwich cylindrical panels are subjected to axial loading on elastic founda
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c02d1250a9d6899f9a6818d6f5a9b616
https://doi.org/10.15625/0866-7136/17980
https://doi.org/10.15625/0866-7136/17980
Publikováno v:
Advances in Applied Mathematics and Mechanics. 14:218-247
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::864e71dc9cb012998018638d11b28011
https://doi.org/10.4208/aamm.oa-2020-0202
https://doi.org/10.4208/aamm.oa-2020-0202
Publikováno v:
Mechanics of Advanced Materials and Structures. 29:5860-5875
This work deals with the nonlinear behavior of sandwich cylindrical shells reinforced by spiral stiffener subjected to torsional load in the thermal environment. The sandwich cylindrical shells com...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4ce70dff349e0d4b8dc1765c546b59f2
https://doi.org/10.1080/15376494.2021.1967530
https://doi.org/10.1080/15376494.2021.1967530
Publikováno v:
Structures. 29:1435-1444
In this paper, a modified single variable shear deformation plate theory is developed for free vibration analysis of rectangular functionally graded plates. By using the equilibrium equations of forces, the relationship between bending and shear part
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::588ea1518909fe050ac238e99ce39d68
https://doi.org/10.1016/j.istruc.2020.12.027
https://doi.org/10.1016/j.istruc.2020.12.027
Publikováno v:
Acta Mechanica. 232:1163-1179
This paper deals with the nonlinear buckling and post-buckling of sandwich cylindrical panels with non-uniform porous core and functionally graded face sheets. The sandwich cylindrical panels are subjected to axial compression load. Two cases of boun
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::908397869af5e1d76551aa2f6dedea89
https://doi.org/10.1007/s00707-020-02882-6
https://doi.org/10.1007/s00707-020-02882-6
Publikováno v:
Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science. 235:3641-3653
A novel nonlocal shear deformation theory is established to investigate functionally graded nanoplates. The significant benefit of this theory is that it consists of only one unknown variable in its displacement formula and governing differential equ
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::be3e05c0ada01cf495b5c056eaec4df0
https://doi.org/10.1177/0954406220964522
https://doi.org/10.1177/0954406220964522
Publikováno v:
Journal of the Brazilian Society of Mechanical Sciences and Engineering. 43
Flexoelectricity is the phenomenon of electric polarization caused by the strain gradient, which usually has a huge effect on nanoscale structures. This paper firstly combines the finite element method (FEM) with a novel third-order shear deformation
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a55e9bb2757af4a1675ea553392821b4
https://doi.org/10.1007/s40430-021-03189-w
https://doi.org/10.1007/s40430-021-03189-w
Publikováno v:
Lecture Notes in Mechanical Engineering ISBN: 9789811632389
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bc3e79a1a7cb3a4db009278379ec25cb
https://doi.org/10.1007/978-981-16-3239-6_57
https://doi.org/10.1007/978-981-16-3239-6_57
Publikováno v:
Journal of Sandwich Structures & Materials. 22:1910-1930
The nonlinear buckling and post-buckling response of imperfect porous plates is investigated analytically in this paper. The porous materials with elastic moduli are assumed to vary through the thickness of the plate according to two different distri
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::008001c66fa745ecf0c74721c387bce8
https://doi.org/10.1177/1099636218789612
https://doi.org/10.1177/1099636218789612