Title:
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Application and Development of the Method of Boundary Collocation to Problems in Elasticity.
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This thesis is concerned with the dev~lopment and application
of a general class of boundary collocation te9hniques in relation to
the solving of boundary value problems of elasticity. A common
feature of the techniques is that the body is embedded in a fictitious
region and suitable singularities are introduced either on the boundary
of the real body or in the fictitious region outside it. The particular
solutions of the elasticity equations of the problem corresponding to
these singularities are then superposed and their intensities are
determined so that the boundary condition ~s satisfied in an approximate
manner. One such technique, the point matching technique, is described
in Chapter 1 and applied successfully in Chapter 2 to obtain the stress
concentration around the intersection of two cylindrical holes in an
. infinite elastic body. Since the success of this method depends to
a large extent on the judgement used in choosing the basic solutions
and the matched points, in the next two chapters an attempt is made to
develop a simple but efficient alternative to the point matching
technique. Methods with singularities distributed on the boundary
are investigated in Chapter 3 and those with singularities situated
in the region outside are considered in Chapter 4. Comparing tMse
methods on the basis of three simple test problems the boundary segment
method (method 2 of Chapter 4) is justified as the best. This is then
compared, in Chapter 5, with the finiteaement method on the basis of
two complex problems of stress analysiso Finally, it is concluded
that the boundary segment method is capable of providing a reasonably
rapid and accurate analysis of boundary value problems of elasticity.
It is particularly suited to problems of stress concentration, has
specific advantageS'over th~'finite element method When applied to
_ such problems and the judgement required to solve any particular case
is never ~re than that necessary in the finite element method.
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