A problem of the bending of a plate for a doubly connected domain with a partially unknown boundary

✍ Scribed by G.A. Kapanadze

• Publisher: Elsevier Science
• Year: 2007
• Tongue: English
• Weight: 329 KB
• Volume: 71
• Category: Article
• ISSN: 0021-8928
• DOI: 10.1016/j.jappmathmech.2007.03.011

✦ Synopsis

The problem of the bending of an isotropic elastic plate, bounded by two rectangles with vertices lying on the same half-line, drawn from the common centre, is considered. The vertices of the inner rectangle are cut by convex smooth arcs (we will call the set of these arcs the unknown part of the boundary). It is assumed that normal bending moments act on each rectilinear section of the boundary contours in such a way that the angle of rotation of the midsurface of the plate is a piecewise-constant function. The unknown part of the boundary is free from external forces. The problem consists of determining the bending of the midsurface of the plate and the analytic form of the unknown part of the boundary when the tangential normal moment acting on it takes a constant value, while the shearing force and the normal bending moments and torques are equal to zero. The problem is solved by the methods of the theory of boundary-value problems of analytical functions.