Zobrazeno 1 - 9
of 9
pro vyhledávání: '"F. C. Onyeka"'
Publikováno v:
HighTech and Innovation Journal, Vol 3, Iss 3, Pp 267-281 (2022)
Analytical formulations and solutions for the thick rectangular plate static analysis with clamped support based on a three-dimensional (3-D) elasticity theory is developed using the energy method. The theoretical model, whose formulation is based on
Externí odkaz:
https://doaj.org/article/0e02807d79914e81a9fb7690a012e263
Autor:
F. C. Onyeka, B. O. Mama
Publikováno v:
Emerging Science Journal, Vol 5, Iss 6, Pp 916-928 (2021)
In this paper, an analytical three-dimensional (3D) bending characteristic of an isotropic rectangular thick plate with all edges simply supported (SSSS) and carrying uniformly distributed transverse load using the energy technique is presented. The
Externí odkaz:
https://doaj.org/article/0e78c630dd8a4f1d84549d08758bc914
Autor:
F. C. Onyeka, T. E. Okeke
Publikováno v:
Arid Zone Journal of Engineering, Technology and Environment, Vol 17, Iss 2, Pp 121-140 (2021)
This study presents the application of a new refined plate theory in the bending analysis of a thick rectangular plate carrying a uniformly distributed load using the direct energy method. The new refined plate theory which is a combination of trigon
Externí odkaz:
https://doaj.org/article/9fc754bd22c04490935e7feacf8f238b
Publikováno v:
European Journal of Engineering and Technology Research. 7:29-35
This paper is devoted to study the buckling response of axially compressed rectangular thick plate based on the exact polynomial potential functional. The governing and equilibrium equation of an isotropic plate was derived based on the three-dimensi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4534513433e2eae2112524002eb0ee0b
https://doi.org/10.24018/ejeng.2022.7.2.2725
https://doi.org/10.24018/ejeng.2022.7.2.2725
Publikováno v:
Civil Engineering Journal. 8:60-80
In this paper, direct variational calculus was put into practical use to analyses the three dimensional (3D) stability of rectangular thick plate which was simply supported at all the four edges (SSSS) under uniformly distributed compressive load. In
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8aef54a29685421506e404a40984d2cd
https://doi.org/10.28991/cej-2022-08-01-05
https://doi.org/10.28991/cej-2022-08-01-05
Publikováno v:
Nigerian Journal of Technology; Vol. 41 No. 5 (2022); 834-843
In this work, a new 3-D modified trigonometric displacement model was used to study the structural behavior and bending analysis of rectangular thick plate which was clamped in one edge and other three edges simply supported. The theoretical model wh
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3b143961e2c11319aaf37cf7b0fd4f2e
https://www.ajol.info/index.php/njt/article/view/235821
https://www.ajol.info/index.php/njt/article/view/235821
In this study, the rate of seepage flow through the dam was investigated using both experimental and numerical modeling techniques. Two different types of soil samples were collected at a depth of 1m from the Auchi site in Edo State, Nigeria. The soi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::75428e3038d35ad3eab9ce7faef01a86
Autor:
Osegbowa Douglas, F C Onyeka
Publikováno v:
International Research Journal of Innovations in Engineering and Technology. :35-42
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::feb49ee047283150c8b2977a3bf36738
https://doi.org/10.47001/irjiet/2020.411005
https://doi.org/10.47001/irjiet/2020.411005
Publikováno v:
Global Journal of Science & Engineering. :2-2
Due to enormous application of thick plate and its relevance in engineering, various theories for plate analysis have been developed using linear strain–displacement expressions. It is proven from previous studies that results obtained using linear
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c1e8b13846cb26b184aabad7c3dd8c87
https://doi.org/10.37516/global.j.sci.eng.2020.002a
https://doi.org/10.37516/global.j.sci.eng.2020.002a