MODELING OF SEISMIC WAVES STRESSES IN A HALF-PLANE WITH A VERTICAL CAVITY FILLED WITH WATER (THE RATIO OF WIDTH TO HEIGHT IS ONE TO TEN)

Q4 Engineering
V. Musayev
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引用次数: 0

Abstract

The problem of mathematical modeling of unsteady seismic waves in an elastic half-plane with a ver-tical rectangular cavity filled with water is considered. The problem of modeling problems of the transition peri-od is an actual scientific problem. A quasi-regular approach is proposed to solve a system of linear ordinary dif-ferential equations of the second order in displacements with initial conditions and to approximate the region un-der study. The method is based on the schemes: a point, a line and a plane. An algorithm and a set of programs for solving flat (two-dimensional) problems that allow obtaining a stress-strain state in complex objects have been developed. To assess the reliability of the developed methodology, algorithm and software package, the problem of the effect of a plane longitudinal wave in the form of a Heaviside function on an elastic half-plane was solved. The numerical solution corresponds quantitatively to the analytical solution. The problem of mathe-matical modeling of unsteady elastic stress waves in a half-plane with a cavity filled with water (the ratio of width to height is one to ten) under seismic influence is solved. A system of equations consisting of 8016008 un-knowns is solved. Contour stresses and components of the stress tensor are obtained in the characteristic areas of the problem under study. A cavity filled with water, with a width-to-height ratio of one to ten, reduces the amount of elastic contour stress.
半平面内垂直充水腔内地震波应力的模拟(宽高比为1:10)
研究了含水垂直矩形空腔的弹性半平面非定常地震波的数学建模问题。转型期问题的建模问题是一个现实的科学问题。提出了一种拟正则方法来求解具有初始条件的二阶位移线性常微分方程组并逼近所研究的区域。该方法是基于方案:一个点,一条线,一个平面。开发了一种求解平面(二维)问题的算法和一套程序,这些问题允许在复杂物体中获得应力-应变状态。为了评估所开发的方法、算法和软件包的可靠性,解决了以Heaviside函数形式存在的平面纵波在弹性半平面上的影响问题。数值解在数量上与解析解相对应。解决了地震作用下含水半平面(宽高比为1:10)非定常弹性应力波的数学建模问题。求解了一个由8016008个未知数组成的方程组。在所研究的问题的特征区域得到了轮廓应力和应力张量的分量。一个充满水的空腔,其宽高比为1:10,减少了弹性轮廓应力的量。
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来源期刊
CiteScore
0.80
自引率
0.00%
发文量
43
审稿时长
4 weeks
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