SOLUTION TO ASYMMETRIC BENDING OF CIRCULAR PLATES UNDER SINGLE LOAD BY USING POINT-SOURCEFUNCTION

In the present paper, the point-load normal to the middle surface,located at a arbitrary place on a plate, is taken as a point source and expressed as the 6-fun-ction. In the paper is derived the non-homogeneous solution in closed form and homogeneous solution in series form of the differential equation for the bending of the circular plate under single load, thus obtaining the uniform displacement expression valid for the whole plate.