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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 〔A. Flamant. (1892). ''Sur la répartition des pressions dans un solide rectangulaire chargé transversalement.'' Compte. Rendu. Acad. Sci. Paris, vol. 114, p. 1465.〕 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. The wedge problem is ''self-similar'' and has no inherent length scale. Also, all quantities can be expressed in the separated-variable form . The stresses vary as . == Forces acting on a half-plane == For the special case where , , the wedge is converted into a half-plane with a normal force and a tangential force. In that case : Therefore the stresses are : and the displacements are (using Michell's solution) : The dependence of the displacements implies that the displacement grows the further one moves from the point of application of the force (and is unbounded at infinity). This feature of the Flamant solution is confusing and appears unphysical. For a discussion of the issue see (http://imechanica.org/node/319 ). 抄文引用元・出典: フリー百科事典『 ウィキペディア(Wikipedia)』 ■ウィキペディアで「Flamant solution」の詳細全文を読む スポンサード リンク
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