用广义Dirichlet级数求解多层一维弹性波传播的D’Alembert级数

IF 1 Q4 ENGINEERING, CIVIL Civil Engineering Infrastructures Journal-CEIJ Pub Date : 2018-06-01 DOI:10.7508/CEIJ.2018.01.010
M. Emami, M. Eskandari‐Ghadi
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引用次数: 0

摘要

考虑了一维瞬态波在多层弹性介质中由于任意边界或界面激励(规定的牵引或位移)而传播的一般初边值问题。使用拉普拉斯变换技术,并通过一种非常规方法促进拉普拉斯变换反演,其中使用一般狄利克雷级数形式的拉普拉斯域中复值函数的展开。最后的解是以有限级数的形式给出的,该级数涉及有限时间间隔内的达朗贝尔型前向和后向行波函数。这种用于手头特殊类别问题的拉普拉斯变换反演的优雅方法消除了在拉普拉斯域中寻找复值函数奇异性的需要,并且它不需要利用更传统的方法的繁琐计算,这些方法使用Bromwich轮廓上的复积分和残差演算技术。然后考虑解决方案的合理性。为了进一步研究和解释数学解,给出了介质中不同点由于任意形式或脉冲性质的激励而产生的应力或位移的时程精确解的一些例子。通过图解说明,多层弹性介质中的一维波运动通常具有复杂的形式,并且受到层的几何和力学性质以及激励函数性质的变化的显著影响。这里提出的方法可以很容易地扩展到三维问题。它在地震学和地震工程中也特别有用,因为多层介质中由任意激励引起的反应的精确时程可以作为有限和获得。
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Analytical D’Alembert Series Solution for Multi-Layered One-Dimensional Elastic Wave Propagation with the Use of General Dirichlet Series
A general initial-boundary value problem of one-dimensional transient wave propagation in a multi-layered elastic medium due to arbitrary boundary or interface excitations (either prescribed tractions or displacements) is considered. Laplace transformation technique is utilised and the Laplace transform inversion is facilitated via an unconventional method, where the expansion of complex-valued functions in the Laplace domain in the form of general Dirichlet series is used. The final solutions are presented in the form of finite series involving forward and backward travelling wave functions of the d’Alembert type for a finite time interval. This elegant method of Laplace transform inversion used for the special class of problems at hand eliminates the need for finding singularities of the complex-valued functions in the Laplace domain and it does not need utilising the tedious calculations of the more conventional methods which use complex integration on the Bromwich contour and the techniques of residue calculus. Justification for the solutions is then considered. Some illustrations of the exact solutions as time-histories of stress or displacement of different points in the medium due to excitations of arbitrary form or of impulsive nature are presented to further investigate and interpret the mathematical solutions. It is shown via illustrations that the one-dimensional wave motions in multi-layered elastic media are generally of complicated forms and are affected significantly by the changes in the geometrical and mechanical properties of the layers as well as the nature of the excitation functions. The method presented here can readily be extended for three-dimensional problems. It is also particularly useful in seismology and earthquake engineering since the exact time-histories of response in a multi-layered medium due to arbitrary excitations can be obtained as finite sums.
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来源期刊
CiteScore
1.30
自引率
60.00%
发文量
0
审稿时长
47 weeks
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