The Structural Engineer > Archive > Volume 42 (1964) > Issues > Issue 1 > Circular ring-shaped plate loaded by tangential forces and by isolated point force
Name of File 2444-42-01.pdf cached at 18/12/2017 09:16:31 - with 5 pages. pdfPath: E:\k9.istructe.org\CMS\webtest\files\f4\f42adae7-4efc-478a-98f3-9170a73250ca.pdf. thumbPath: E:\k9.istructe.org\CMS\webtest\files\pdfthumbs\f42adae7-4efc-478a-98f3-9170a73250ca_1.png. objDoc: 1 - True. objPreview.Log: . strFileName: f42adae7-4efc-478a-98f3-9170a73250ca_1.png

Members/subscribers must be logged in to view this article

Circular ring-shaped plate loaded by tangential forces and by isolated point force

The method of complex potentials is applied to determine the internal forces in a stretched isotropic, circular ring-shaped plate subjected to tangential forces ôrè = -A sin è at its inner boundary and to an isolated point force at its outer boundary. Because of the double singularities (concentrated force and non-vanishing resultant on each boundary) the problem is solved by the sum of a closed expression and of a complex Fourier series. A numerical example is presented for the calculation of ó è at each boundary. S. SARKADI SZABO

Author(s): Szabo, S Sarkadi

Keywords: plates;circular;annular;analysis