Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Kedar S. Pakhare"'
Publikováno v:
International Journal for Computational Methods in Engineering Science and Mechanics. :1-17
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::79a5268ecadbc61319899b3f1772f5ef
https://doi.org/10.1080/15502287.2023.2186971
https://doi.org/10.1080/15502287.2023.2186971
Publikováno v:
Archive of Applied Mechanics. 93:2051-2080
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8567efa3e668ed26bfdc92c8618b856a
https://doi.org/10.1007/s00419-023-02372-w
https://doi.org/10.1007/s00419-023-02372-w
Publikováno v:
Archive of Applied Mechanics. 92:2917-2950
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::98c8b57b450ee81ff521a3a919dd94de
https://doi.org/10.1007/s00419-022-02215-0
https://doi.org/10.1007/s00419-022-02215-0
Autor:
P. J. Guruprasad, Rameshchandra P. Shimpi, Kedar S. Pakhare, Himanshu Sawhney, Yogesh M. Desai
Publikováno v:
Proceedings of the Indian National Science Academy. 87:379-392
A variant of the first-order shear deformation theory is presented for the flexure of shear deformable linear isotropic plates undergoing small deformations. The principle of stationary potential energy is utilized to obtain governing differential eq
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a558e62f49661846fdc367caac6dcde2
https://doi.org/10.1007/s43538-021-00032-7
https://doi.org/10.1007/s43538-021-00032-7
Publikováno v:
Iranian Journal of Science and Technology, Transactions of Civil Engineering. 44:299-317
This paper presents a displacement-based geometrically nonlinear first-order shear deformation theory for the analysis of shear deformable isotropic plates. Nonlinear strain–displacement relations as utilized by the von Karman plate theory and line
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::64a770e1103b15a2f3beab355de36552
https://doi.org/10.1007/s40996-020-00384-y
https://doi.org/10.1007/s40996-020-00384-y
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811581373
This paper presents a comparison study on the flexure of shear deformable isotropic rectangular propped cantilever beams by utilizing newly developed variationally consistent two-variable-refined beam theory, variationally inconsistent single-variabl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b1e81e9b28da4a93173a1ed43783183d
https://doi.org/10.1007/978-981-15-8138-0_4
https://doi.org/10.1007/978-981-15-8138-0_4
Autor:
Himanshu Sawhney, Rameshchandra P. Shimpi, Yogesh M. Desai, Kedar S. Pakhare, P. J. Guruprasad
Publikováno v:
Recent Advances in Computational Mechanics and Simulations ISBN: 9789811583148
In this paper, numerical results for flexure of shear-deformable isotropic square plates by utilizing recently proposed single variable new first-order shear deformation plate theory (SVNFSDT) are presented. For obtaining numerical results, fourth-or
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::483f2f540fb88ed80b08a3e2f3a18b34
https://doi.org/10.1007/978-981-15-8315-5_40
https://doi.org/10.1007/978-981-15-8315-5_40
Publikováno v:
Recent Advances in Computational Mechanics and Simulations ISBN: 9789811583148
In this paper, newly developed single variable new first-order shear deformation nonlocal beam theory is utilized for performing flexure of shear deformable isotropic rectangular nanobeams under the action of sinusoidally distributed transverse load.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::95fc3a2fa3e36685e6ea5e7a90a0b5b0
https://doi.org/10.1007/978-981-15-8315-5_2
https://doi.org/10.1007/978-981-15-8315-5_2
Publikováno v:
Recent Advances in Theoretical, Applied, Computational and Experimental Mechanics ISBN: 9789811511882
This paper presents buckling analysis of thick isotropic shear deformable beams using single variable new first-order shear deformation theory (SVNFSDT) for beams. As in the case of Timoshenko beam theory, SVNFSDT is a displacement-based first-order
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8705c63fdfa7a939bd3d8f5746e095f5
https://doi.org/10.1007/978-981-15-1189-9_6
https://doi.org/10.1007/978-981-15-1189-9_6
Autor:
R. P. Shimpi, Yogesh M. Desai, Sandeep S. Pendhari, Kedar S. Pakhare, Himanshu Sawhney, P. J. Guruprasad
Publikováno v:
Composite Structures. 279:114867
Flexural response of isotropic, orthotropic, and cross-ply laminated shear deformable plates has been presented in this paper using a new first-order shear deformation theory. The theory involves only two primary unknown functions, as compared to wid
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::592dd333d39334cbcd4a135989c79770
https://doi.org/10.1016/j.compstruct.2021.114867
https://doi.org/10.1016/j.compstruct.2021.114867