Abstract
Plate structures are widely used in aerospace, shipping, civil, and mechanical engineering. Plastic limit analyses of flat plates with different geometries can approximately estimate the load-bearing capacities of the plates. A lot of analytical solutions for flat plates have been reported by (1961), (1963), (1972), (1997), (1996), (1998). Their solutions are mainly based on the Tresca yield criterion, the Huber-von Mises yield criterion, or the Mohr-Coulomb strength criterion. The maximum principal stress criterion has also been applied for simplicity.
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© 2009 Zhejiang University Press, Hangzhou and Springer-Verlag GmbH Berlin
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(2009). Plastic Limit Analyses of Oblique, Rhombic, and Rectangular 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_8
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DOI: https://doi.org/10.1007/978-3-540-88152-0_8
Publisher Name: Springer, Berlin, Heidelberg
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