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The equivalent stiffness of a saturated poroelastic halfspace interacting with an infinite beam under a moving point load

机译:移动点载荷下与无限梁相互作用的饱和多孔弹性半空间的等效刚度

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The equivalent stiffness of a saturated poroelastic halfspace that supports an infinite Euler-Bernoulli beam under a moving point load has been investigated in this paper. The smooth contact condition is assumed for the interface of beam and halfspace, however, with an improved continuity condition, i.e. the continuities of contact normal stress and contact vertical displacements are imposed across the width of the beam. The equivalent stiffness of the halfspace has been evaluated using a contour integration approach such that contributions of the Rayleigh pole and the dispersion branches can be explicitly taken into account. Influences of the continuity condition and the permeability on the equivalent stiffness have been studied. It is found that the imaginary part of the equivalent stiffness is nonzero since the viscous coupling between two phases of the saturated halfspace has been considered. This observation fundamentally differentiates the present paper to the work by Shi and Selvadurai (2016) where an infinite permeability has been assumed for the halfspace, i.e. null viscous coupling.
机译:本文研究了在移动点载荷下支持无限欧拉-伯努利梁的饱和多孔弹性半空间的等效刚度。假定梁和半空间的界面为平滑接触条件,但是,采用了改进的连续性条件,即在梁的整个宽度上施加了接触法向应力和接触垂直位移的连续性。已使用轮廓积分方法评估了半空间的等效刚度,从而可以明确考虑瑞利极点和色散分支的影响。研究了连续性条件和渗透率对等效刚度的影响。发现,由于已经考虑了饱和半空间的两相之间的粘性耦合,所以等效刚度的虚部不为零。这种观察从根本上将本论文与Shi和Selvadurai(2016)的工作区分开来,在Shi和Selvadurai(2016)的工作中,半空间被假定为无穷大的渗透率,即零粘滞耦合。

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