
doi: 10.1007/bf01895517
In the line-loaded integral equation method the virtual fundamental loads are distributed in an elastic space along a line segment outside the occupied region of an elastic solid and the boundary conditions are to be satisfied, whereby the problem is reduced to a one-dimensional, non- singular integral equation. The uniqueness of the integral equation is proved using Fredholm's theorem.
one-dimensional, non-singular integral equation, Elastic materials, Uniqueness of solutions of equilibrium problems in solid mechanics, distributed in an elastic space, Fredholm's theorem, Uniqueness of solutions of dynamical problems in solid mechanics, uniqueness, Fredholm integral equations, virtual fundamental loads, line-loaded integral equation method
one-dimensional, non-singular integral equation, Elastic materials, Uniqueness of solutions of equilibrium problems in solid mechanics, distributed in an elastic space, Fredholm's theorem, Uniqueness of solutions of dynamical problems in solid mechanics, uniqueness, Fredholm integral equations, virtual fundamental loads, line-loaded integral equation method
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