Title of article :
On applications of generalized functions to beam bending problems
Author/Authors :
Arash Yavari، نويسنده , , Shahram Sarkani، نويسنده , , E. Thomas MoyerJr، نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 2000
Pages :
31
From page :
5675
To page :
5705
Abstract :
Using a mathematical approach, this paper seeks an ecient solution to the problem of beams bending under singular loading conditions and having various jump discontinuities. For two instances, the boundary-value problem that describes beam bending cannot be written in the space of classical functions. In the ®rst instance, the beam is under singular loading conditions, such as point forces and moments, and in the second instance, the dependent variable(s) and its derivatives have jump discontinuities. In the most general case, we consider both instances. First, we study singular loading conditions and present a theorem by which the equivalent distributed force of a general class of singular loading conditions can be found. As a consequence of obtaining the equivalent distributed force of a distributed moment, we ®nd a mathematical explanation for the corner condition in classical plate theory. While plate theory is not the focus of this paper, this explanation is interesting. Then beams with various jump discontinuities are considered. When beams have jump discontinuities the form of the governing di€erential equations changes. We ®nd the governing di€erential equations in the space of generalized functions. It is shown that for Euler±Bernoulli beams with jump discontinuities the operator of the di€erential equation remains unchanged, only the force term changes so that delta function and its distributional derivatives appear within it. But for Timoshenko beams with jump discontinuities, in addition to changes in the force terms, the operator of one of the governing di€erential equations changes. We then propose a new method for solving these equations. This method which we term the auxiliary beam method, is to solve the governing di€erential equations not in the space of generalized functions but rather to solve them by means of solving equivalent boundary-value problems in the space of classical functions. The auxiliary beam method reduces the number of di€erential equations and at the same time obviates the need to solve these di€erential equations in the space of generalized functions which can be more dicult
Keywords :
Jump discontinuity , s: Generalized functions , Beam bending
Journal title :
International Journal of Solids and Structures
Serial Year :
2000
Journal title :
International Journal of Solids and Structures
Record number :
447096
Link To Document :
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