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
Abstract :
Using a mathematical approach, this paper seeks an ecient 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 dierential
equations changes. We ®nd the governing dierential equations in the space of generalized functions. It is shown
that for Euler±Bernoulli beams with jump discontinuities the operator of the dierential 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 dierential 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 dierential 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 dierential equations and at the
same time obviates the need to solve these dierential equations in the space of generalized functions which can be
more dicult
Keywords :
Jump discontinuity , s: Generalized functions , Beam bending
Journal title :
International Journal of Solids and Structures
Journal title :
International Journal of Solids and Structures