The Flamant solution provides expressions for the stresses and displacements in a linear elastic wedge loaded by point forces at its sharp end. This solution was developed by A. Flamant in 1892 by modifying the three-dimensional solution of Boussinesq. The stresses predicted by the Flamant solution are (in polar coordinates) where are constants that are determined from the boundary conditions and the geometry of the wedge (i.e., the angles ) and satisfy where are the applied forces.
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