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General case of contact problems for a regular polygon weakened with full-strength hole

机译:具有全强度孔的正多边形的接触问题的一般情况

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摘要

The paper addresses a problem of plane elasticity theory for a doubly connected body whose external boundary is a regular polygon and the internal boundary is the required full-strength hole including the origin of coordinates. The full-strength hole is cycle symmetric. It is assumed that to every link of the broken line conforming the outer boundary of the given body are applied absolutely smooth rigid punches with rectilinear bases, which are under the action of the force P that applies to their middle points. There is no friction between the surface of the given elastic body and the punches. The uniformly distributed normal stress Q is applied to the hole boundary. Using the methods of complex analysis, the analytical image of Kolosov-Muskhelishvili's complex potentials (characterizing an elastic equilibrium of the body) and the shape of the hole's contour are determined under the condition that the tangential normal stress arising at it takes a constant value. A similar problem is considered for a square and an equilateral triangle, which are weakened with full-strength holes. Using the method developed here, the partially unknown boundary value problems under consideration is reduced to known boundary value problems of the theory of analytic functions. The solutions are presented in quadratures, and full-strength contours are constructed.
机译:该论文解决了一个双重连接的物体的平面弹性理论的问题,该物体的外部边界是规则多边形,内部边界是所需的包括坐标原点的全强度孔。全强度孔是周期对称的。假定对与给定实体外边界相符的虚线的每个链接都应用具有直线基础的绝对平滑的刚性冲头,这些冲头在施加于其中间点的力P的作用下。给定弹性体的表面和冲头之间没有摩擦。均匀分布的法向应力Q施加到孔边界。使用复杂分析的方法,在切向法向应力取恒定值的条件下,确定了Kolosov-Muskhelishvili复杂势(表征物体的弹性平衡)和孔轮廓形状的解析图像。对于正方形和等边三角形,也考虑了类似的问题,这些正方形和等边三角形会被全强度孔削弱。使用此处开发的方法,正在考虑中的部分未知的边值问题被简化为解析函数理论的已知边值问题。解以正交形式表示,并构造了全强度轮廓。

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