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Contact problem between a rigid punch and a functionally graded orthotropic layer resting on a Pasternak foundation

机译:在Pasternak基金会上休息的刚性冲头和功能渐变的正交层之间的接触问题

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摘要

The present work is a pioneering study on the contact mechanics including Pasternak foundation model. The context of this research is frictionless plane contact problem between a rigid punch and a functionally graded orthotropic layer lying on a Pasternak foundation in the limits of the linear elasticity theory. The layer is pressed by rigid cylindrical or flat punches that apply a concentrated force in the normal direction. The orthotropic material parameters are assumed to vary exponentially in the in-depth direction. Applying the Fourier integral transform technique and the boundary conditions of the problem, a singular integral equation is obtained, in which the contact stress and the contact width are unknowns. Using the Gauss-Chebyshev integration formula the singular integral equation is solved numerically. Effects of the Pasternak foundation parameters, material inhomogeneity, external load, punch radius or punch length on the contact stress, the contact width, the vertical displacements on the top and bottom surfaces of the layer, the subsurface and in-plane stresses are given.
机译:本作本作是对包括Pasternak基础模型的接触机械的开创性研究。该研究的上下文是刚性冲头和功能渐进的正交层之间的毫无摩擦的平面接触问题,位于线性弹性理论的极限中的Pasternak基础上。该层被刚性圆柱形或扁平冲头按压,该柱形或扁平冲头在正常方向上施加浓缩力。假设正交材料参数在深入方向上呈指数级别。施加傅里叶积分变换技术和问题的边界条件,获得了奇异的整体方程,其中接触应力和接触宽度是未知的。使用高斯-Chybyshev集成公式,数值奇异积分方程进行了解决。 Pasternak基础参数,材料不均匀性,外部负荷,冲压半径或冲压长度对接触应力的影响,给出了层的顶部和底表面上的接触宽度,接触宽度,地下和面内应力。

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