
<oai_dc:dc xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/">
  <dc:creator id="https://orcid.org/0000-0002-7355-7403">Radaković, Aleksandar</dc:creator>
  <dc:creator id="https://orcid.org/0000-0001-8370-748X">Čukanović, Dragan</dc:creator>
  <dc:creator id="https://orcid.org/0000-0001-7231-7400">Bogdanović, Gordana</dc:creator>
  <dc:creator>Blagojević, Milan</dc:creator>
  <dc:creator id="https://orcid.org/0000-0003-4790-2856">Stojanović, Blaža</dc:creator>
  <dc:creator id="https://orcid.org/0000-0002-0830-9753">Dragović, Danilo</dc:creator>
  <dc:creator id="https://orcid.org/0000-0001-8346-8255">Manić, Nazim</dc:creator>
  <dc:source>Applied Sciences, MDPI 10(4190)</dc:source>
  <dc:language>eng</dc:language>
  <dc:rights>http://creativecommons.org/licenses/by/4.0/legalcode</dc:rights>
  <dc:description xml:lang="eng">Abstract:
Functionally graded square and rectangular plates of di
erent thicknesses placed on the
elastic foundation modeled according to theWinkler-Pasternak theory have been studied. The thermal
and mechanical characteristics, apart from Poisson’s ratio, are considered to continuously di
er
through the thickness of the studied material as stated in a power-law distribution. A mathematical
model of functionally graded plate which include interaction with elastic foundation is defined.
The equilibrium and stability equations are derived using high order shear deformation theory that
comprises various kinds of shape function and the von Karman nonlinearity. A new analytically
integrable shape function has been introduced. Hamilton’s principle has been applied with the
purpose of acquiring the equations of motion. An analytical method for identifying both natural
frequencies and critical buckling temperature for cases of linear and nonlinear temperature change
through the plate thickness has been established. In order to verify the derived theoretical results on
numerical examples, an original program code has been implemented within software MATLAB.
Critical buckling temperature and natural frequencies findings are shown below. Previous scientific
research and papers confirms that presented both the theoretical formulation and the numerical
results are accurate. The comparison has been made between newly established findings based on
introduced shape function and the old findings that include 13 di
erent shape functions available
in previously published articles. The final part of the research provides analysis and conclusions
related to the impact of the power-law index, foundation sti
ness, and temperature gradient on
critical buckling temperature and natural frequencies of the functionally graded plates.
</dc:description>
  <dc:identifier>https://phaidrabg.bg.ac.rs/o:29477</dc:identifier>
  <dc:identifier>doi:10.3390/app10124190</dc:identifier>
  <dc:identifier>ISSN: 2076-3417</dc:identifier>
  <dc:date>2020</dc:date>
  <dc:type>info:eu-repo/semantics/article</dc:type>
  <dc:title xml:lang="eng">Thermal Buckling and Free Vibration Analysis of Functionally Graded Plate Resting on an Elastic Foundation According to High Order Shear Deformation Theory Based on New Shape Function</dc:title>
  <dc:subject xml:lang="eng">Keywords : functionally graded plate; von Karman nonlinear theory; high order shear deformation theory; new shape function; thermal buckling; free vibration</dc:subject>
  <dc:format>application/pdf</dc:format>
  <dc:format>4539108 bytes</dc:format>
</oai_dc:dc>
