Rectangular thin elastic plate with edges “remaining straight‟ during the deformation
Zoltán Sadovský (1975)
Aplikace matematiky
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Zoltán Sadovský (1975)
Aplikace matematiky
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Dragos Radenkovic (1953)
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Séminaire Jean Leray
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Bardzokas, D.I., Sfyris, G.I. (2005)
Mathematical Problems in Engineering
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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...