نتایج جستجو برای: pasternak medium
تعداد نتایج: 236917 فیلتر نتایج به سال:
The aim of this paper is to investigate the buckling behavior porous Functionally Graded Materiel (FGM) cylindrical shells based on Donnell shell theory. In context, we develop an explicit analytical expression which takes into consideration effect porosities through thickness structure and that elastic foundation using a modified power-law function models Winkler Pasternak, respectively. We us...
Static analysis of shear deformable plates resting on two-parameter foundations is presented by the method of discrete singular convolution (DSC). The influence of foundation parameters on the deflections of the plate has been investigated. Numerical studies are performed and the DSC results are compared well with other analytical solutions and some numerical results.
The damping vibration characteristics of magneto-electro-viscoelastic (MEV) nanobeam resting on viscoelastic foundation based on nonlocal strain gradient elasticity theory (NSGT) is studied in this article. For this purpose, by considering the effects of Winkler-Pasternak, the viscoelastic medium consists of linear and viscous layers. with respect to the displacement field in accordance with th...
Lee, W. A. & Peacocke, A. R. (1951). J. chem. Soc. p. 3361. Lucy, J. A. & Kent, P. W. (1953). Research, Lond., 6, 49s. MacDonald, D. L. & Knight, C. A. (1953). J. biol. Chem. 202, 45. Markham, R. & Smith, J. D. (1949). Biochem. J. 45, 294. Mozingo, R. (1941). Org. Synth. 21, 15. Partridge, S. M. (1949). Nature, Lond., 164, 443. Pasternak, C. A. & Kent, P. W. (1952). Research, Lond., 5, 486. Sin...
“There’s no such thing as a free lunch” is an adage described over one century ago, which became popular by Professor Milton Friedman, in 1975. It came to my mind when reading the interesting editorial by Pasternak and Glina.(1,2) Working on both sides, as an author of journals and a reviewer, I am aware of the importance of a good review. It is powerful to enhance the description of results in...
The nonlinear static bending analysis of microplates resting on imperfect Pasternak elastic foundations is carried out in this paper. finite element method based the modified couple stress theory used to derive formulations. present and mathematical model are validated by comparisons work’s results with those other reputable publications, which show a very good agreement. influences length-scal...
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