Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Shantaram M. Ghumare"'
Publikováno v:
Journal of Materials and Engineering Structures, Vol 2, Iss 1, Pp 3-15 (2015)
In this paper, a refined trigonometric shear deformation theory is applied for the bending analysis of isotropic and orthotropic plates under the various loading conditions. The two unknown variables are involved in the present theory. The present th
Externí odkaz:
https://doaj.org/article/d01494d20fa34d9491a0ecbe978f8c75
Publikováno v:
Applied and Computational Mechanics, Vol 14, Iss 1, Pp 5-30 (2020)
A new analytical solution is presented for functionally graded (FG) beams to investigate the bending behaviour under the hygro-thermo-mechanical loading using a new fifth order shear and normal deformation theory (FOSNDT). The material properties of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5c6b31372bac9a25114b2306cb61fa8f
https://www.kme.zcu.cz/acm/acm/article/view/580/517
https://www.kme.zcu.cz/acm/acm/article/view/580/517
Publikováno v:
Materials Today: Proceedings. 21:1089-1093
In the present study, functionally graded (FG) plates resting on two parameter Winkler-Pasternak elastic foundation subjected to non-linear hygro-thermo-mechanical load is investigated for the bending analysis using a new fifth-order shear and normal
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3e35814378c2147b0ccdc5d35eae1570
https://doi.org/10.1016/j.matpr.2020.01.010
https://doi.org/10.1016/j.matpr.2020.01.010
Publikováno v:
JMST Advances. 1:233-248
In the present study, a new fifth-order shear and normal deformation theory is developed and applied for the bending analysis of functionally graded (FG) plates resting on two-parameter Winkler–Pasternak elastic foundation subjected to non-linear h
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3f9ac67ae40707fb6a417ab3a443f473
https://doi.org/10.1007/s42791-019-00024-1
https://doi.org/10.1007/s42791-019-00024-1
Publikováno v:
Arabian Journal for Science and Engineering. 44:8727-8745
In the present research, a new fifth-order plate theory is developed and applied to evaluate the static response of functionally graded (FG) plates resting on Winkler–Pasternak elastic foundation under nonlinear hygro-thermo-mechanical loading. Thi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8b85064eda32441d22cdb542ad87902b
https://doi.org/10.1007/s13369-019-03894-8
https://doi.org/10.1007/s13369-019-03894-8
Publikováno v:
Journal of Aerospace Engineering. 34
In the present article, a displacement-based polynomial-type quasi-three-dimensional plate theory is developed and applied to predict the accurate thermomechanical bending behavior of sandw...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fe5eee6e069f8c219d7eef87ec0c1169
https://doi.org/10.1061/(asce)as.1943-5525.0001249
https://doi.org/10.1061/(asce)as.1943-5525.0001249
Publikováno v:
Latin American Journal of Solids and Structures, Vol 14, Iss 11, Pp 1893-1911
Latin American Journal of Solids and Structures v.14 n.11 2017
Latin American journal of solids and structures
Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron:ABCM
Latin American Journal of Solids and Structures, Volume: 14, Issue: 11, Pages: 1893-1911, Published: 2017
Latin American Journal of Solids and Structures v.14 n.11 2017
Latin American journal of solids and structures
Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron:ABCM
Latin American Journal of Solids and Structures, Volume: 14, Issue: 11, Pages: 1893-1911, Published: 2017
A new fifth-order shear and normal deformation theory (FOSNDT) is developed for the static bending and elastic buckling analysis of functionally graded beams. The properties of functionally graded material are assumed to vary through the thickness di
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::df2f01a696fb081badb4f2f5c00a7ca6
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252017001101893&lng=en&tlng=en
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252017001101893&lng=en&tlng=en