An analytical solution for buckling of moderately thick functionally graded sector and annular sector plates
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Publication:363482
DOI10.1007/s00419-010-0451-6zbMath1271.74097OpenAlexW2011666725MaRDI QIDQ363482
Publication date: 2 September 2013
Published in: Archive of Applied Mechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s00419-010-0451-6
Related Items (7)
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Cites Work
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- Note on the stability of annular sector plates with elastically restrained edges
- Axisymmetric bending analysis of thick functionally graded circular plates using fourth-order shear deformation theory
- Analytical buckling solutions for Mindlin plates involving free edges
- Buckling analysis of circular plates of functionally graded materials under uniform radial compression
- Stability of annular sectors and plates subjected to follower loads based on a mixed finite element formulation
- Stability of annular sector plates with variable thickness
- A seminumerical method for buckling of sector plates
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