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Plastic Limit Analysis of Clamped Circular Plates

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Structural Plasticity

Part of the book series: Advanced Topics in Science and Technology in China ((ATSTC))

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Abstract

The unified solutions of plastic limit analyses for a simply supported circular plate have been described in last chapter. Clamped circular plates are one of the typical structural elements in many branches of engineering. The limit analyses for a clamped circular plate were studied by using the Tresca, Hubervon Mises and Mohr-Coulomb criteria (Wang and Hopkins, 1954; Hu, 1960; Hodge, 1963; Zyczkowski, 1981; Nielsen, 1999).

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© 2009 Zhejiang University Press, Hangzhou and Springer-Verlag GmbH Berlin

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(2009). Plastic Limit Analysis of Clamped Circular Plates. In: Structural Plasticity. Advanced Topics in Science and Technology in China. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-540-88152-0_6

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  • DOI: https://doi.org/10.1007/978-3-540-88152-0_6

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-540-88151-3

  • Online ISBN: 978-3-540-88152-0

  • eBook Packages: EngineeringEngineering (R0)

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