Beams and Frames On Elastic Foundation 3

0363408 - ÚT 2012 RIV CZ eng M - Monography Chapter
Gronát, Petr
Cylindrical Bending of a Plate on an Elastic Foundation.
Beams and Frames On Elastic Foundation 3. Ostrava: VŠB - Technical University of Ostrava, 2011, C376-C393. ISBN 978-80-248-2257-0
R&D Projects: GA ČR GAP101/10/1230
Institutional research plan: CEZ:AV0Z20760514
Keywords : elastic foundation * cylindrical bending
Subject RIV: JI - Composite Materials

In this chapter, the cylindrical bending of a plate on an elastic foundation is considered. For this type of bending the mathematical mode is developed and it's solution is discussed and particular modes of bending are analysed. The model shows that that, in general, the global maximum of deflection is not located in the centre of a plate but for some specific configurations of geometrical and mechanical properties of a plate and elastic foundation both maximal deflection and maximal bending stress are shifted from the centre to rigid supports. In the end of this chapter the usage of a solution is demonstrated on two examples.
Permanent Link: http://hdl.handle.net/11104/0199312