Zobrazeno 1 - 10
of 19
pro vyhledávání: '"Dang, Xuan Hung"'
Autor:
Dang, Xuan Hung
Cette thèse est une contribution à la construction de l’Approche Locale de la rupture à l’échelle microscopique à l’aide de la modélisation d’agrégats polycristallins. Elle consiste à prendre en compte la variabilité spatiale de la m
Externí odkaz:
http://www.theses.fr/2012CLF22278/document
Publikováno v:
Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science (Sage Publications, Ltd.); Jul2024, Vol. 238 Issue 14, p6831-6846, 16p
Publikováno v:
Lecture Notes in Mechanical Engineering ISBN: 9789811632389
This paper deals with the nonlinear bending response of functionally graded porous beams reinforced by graphene platelets (GPLs) with various boundary conditions using the Ritz method. Based on the trigonometric shear deformation beam theory and the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::58e05b47c25a0b6a523395d127cbfce9
https://doi.org/10.1007/978-981-16-3239-6_6
https://doi.org/10.1007/978-981-16-3239-6_6
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
Autor:
Huong Quy Truong, Dang Xuan Hung
Publikováno v:
Journal of Science and Technology in Civil Engineering (STCE) - NUCE. 12:23-33
This paper studies the free vibration behavior of a sandwich beam resting on Winkler elastic foundation. The sandwich beam is composed of two FGM face layers and a functionally graded (FG) porous core. A common general form of different beam theories
Akademický článek
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Akademický článek
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Publikováno v:
Journal of Mechanical Engineering (1823-5514); 1/15/2022, Vol. 19 Issue 1, p213-232, 20p, 1 Diagram, 9 Charts, 5 Graphs
Publikováno v:
Aerospace Science and Technology. 107:106253
The paper presents an analytical approach in investigating the non-linear buckling and post-buckling behavior of functionally graded porous (FGP) variable thickness toroidal shell segments surrounded by elastic foundation under axial compressive load
Publikováno v:
Materials
Volume 11
Issue 11
Materials, Vol 11, Iss 11, p 2200 (2018)
Volume 11
Issue 11
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.