Zobrazeno 1 - 10
of 5 877
pro vyhledávání: '"Bending of plates"'
Autor:
Denis V. Leonenko
Publikováno v:
Механика машин, механизмов и материалов, Iss 1(54), Pp 25-29 (2021)
The bending of a three-layer elastic circular plate with step-variable thickness is considered. To describe kinematics of asymmetrical in thickness core pack, the broken line hypotheses are accepted. In thin bearing layers, Kirchhoff’s hypotheses a
Externí odkaz:
https://doaj.org/article/289b1921210c4e7fae7b7d8e3e4dc4c2
Publikováno v:
Materials Today: Proceedings. 51:276-285
Stiffness and strength of sandwich plate vary depending on similar (SI) or dissimilar (DSI) material element (faceplate or core) and laser weld geometry. The issues of I-core sandwich plate characteristics are essential to attain practical sandwich p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a687c55b6dadc755f6350df3654e18e7
https://doi.org/10.1016/j.matpr.2021.05.289
https://doi.org/10.1016/j.matpr.2021.05.289
Publikováno v:
Mathematics, Vol 8, Iss 11, p 1940 (2020)
In this paper, an easy-to-implement domain-type meshless method—the generalized finite difference method (GFDM)—is applied to simulate the bending behavior of functionally graded (FG) plates. Based on the first-order shear deformation theory (FSD
Externí odkaz:
https://doaj.org/article/3a7fccdcfd224e75b467e29f6417ec6b
Publikováno v:
Terra Nova. 34:113-122
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b8379f9d82b5c3060d93dc2e8e7549dc
https://doi.org/10.1111/ter.12570
https://doi.org/10.1111/ter.12570
Elastic-viscoplastic analysis of plate bending with Reissner's theory by the Boundary Element Method
Autor:
V.J. Karam, J.G.O. Borges
Publikováno v:
Engineering Analysis with Boundary Elements. 132:146-158
The development of a formulation of the Boundary Element Method (BEM) for application to elastic-viscoplastic analysis of plate bending is presented in this work. Reissner's theory is used, valid for thin and thick plates. Initially, Reissner's plate
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::611c9af162f0f159281df87e13baba1f
https://doi.org/10.1016/j.enganabound.2021.07.004
https://doi.org/10.1016/j.enganabound.2021.07.004
Autor:
B. Gangadhara Prusty, Andrew W. Phillips, Nikhil Garg, M Donough, Albert A. Saputra, Chongmin Song
Publikováno v:
Mechanics of Advanced Materials and Structures. 29:6935-6947
SBFEM is used for three-dimensional modeling of thick laminated composite plates, where plate theories fail to provide the accurate results. SBFEM is a semi-analytical tool and have various advanta...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f893005db71a2ab4eaa9906ac86119a7
https://doi.org/10.1080/15376494.2021.1989526
https://doi.org/10.1080/15376494.2021.1989526
Publikováno v:
International Journal of Pavement Research and Technology. 15:1431-1447
Free vibration analyses of plate on elastic foundations are very common in mechanical and structural engineering and these types of structures are analysed using the concept of “plates on elastic foundation”. It is very important to build more pr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8a75b56ae246f6846f12b7f0d1d3c851
https://doi.org/10.1007/s42947-021-00099-x
https://doi.org/10.1007/s42947-021-00099-x
Publikováno v:
Structures. 33:99-112
In this numerical study, four different graphene sheets distributions, such as uniformly distributed (UD), functionally graded (FG-X), functionally graded (FG-O), and functionally graded (FG-V), are considered for the free vibration of graphene reinf
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6d38ed90fcaf5dfeb193ad861a7ee84c
https://doi.org/10.1016/j.istruc.2021.04.029
https://doi.org/10.1016/j.istruc.2021.04.029
Autor:
Ziad M. Elias
Publikováno v:
International Journal for Numerical Methods in Engineering. 122:6680-6713
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3cb3d0fbf1dfded21b9999ea5b3977e5
https://doi.org/10.1002/nme.6807
https://doi.org/10.1002/nme.6807
Publikováno v:
International Journal of Pavement Research and Technology. 15:1399-1412
Shallow foundations, which are typically in the shape of beams or plates, carry loads directly from the superstructures to the soil near the ground surface. As a result, shallow foundations remain popular. To improve the design and analysis of shallo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e61c458abfb522559a03622e6d40a775
https://doi.org/10.1007/s42947-021-00096-0
https://doi.org/10.1007/s42947-021-00096-0