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Buckling of Non-isotropic Plates with Cut-Outs

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Part of the book series: Lecture Notes in Computer Science ((LNTCS,volume 8236))

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Abstract

To consider the buckling of non-homogeneous elastic thin structures weakened by holes, we analyze the effect of the area of rectangular or circular holes on a critical buckling load under compression of rectangular or circular plates made of isotropic, orthotropic or transversally isotropic materials.

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References

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  4. Lebedev, A.V.: Effects of the cut-outs on buckling of rectangular elastic plates under axial compression. Vestnik St. Petersburg University 1(4), 77–83 (2009)

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  5. Lebedev, A.V.: Buckling of plates weakened by cut-outs. Vestnik St. Petersburg University 1(2), 94–99 (2009)

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Lebedev, A.V., Smirnov, A.L. (2013). Buckling of Non-isotropic Plates with Cut-Outs. In: Dimov, I., Faragó, I., Vulkov, L. (eds) Numerical Analysis and Its Applications. NAA 2012. Lecture Notes in Computer Science, vol 8236. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-41515-9_43

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  • DOI: https://doi.org/10.1007/978-3-642-41515-9_43

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-642-41514-2

  • Online ISBN: 978-3-642-41515-9

  • eBook Packages: Computer ScienceComputer Science (R0)

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