Artificial small parameter method-solving mixed boundary value problems.
Andrianov, I.V., Awrejcewicz, J., Ivankov, A. (2005)
Mathematical Problems in Engineering
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Andrianov, I.V., Awrejcewicz, J., Ivankov, A. (2005)
Mathematical Problems in Engineering
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Kurpa, L.V., Shmatko, T.V., Onufrienko, O.G. (2006)
Mathematical Problems in Engineering
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Andrianov, I.V., Awrejcewicz, J., Weichert, D. (2010)
Mathematical Problems in Engineering
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Sheng Zhang (2006)
ESAIM: Mathematical Modelling and Numerical Analysis
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For a plate subject to stress boundary condition, the deformation determined by the Reissner–Mindlin plate bending model could be bending dominated, transverse shear dominated, or neither (intermediate), depending on the load. We show that the Reissner–Mindlin model has a wider range of applicability than the Kirchhoff–Love model, but it does not always converge to the elasticity theory. In the case of bending domination, both the two models are accurate. In the case of transverse shear...
Andrianov, I.V., Awrejcewicz, J. (2007)
Mathematical Problems in Engineering
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Lacarbonara, Walter, Pacitti, Arnaud (2008)
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