Response characteristics analysis of a simply supported double-beam system under harmonic variable magnitude travelling load

IF 3.2 Q2 MATERIALS SCIENCE, MULTIDISCIPLINARY
B. Omolofe, N.P. Okafor
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引用次数: 0

Abstract

In this study, dynamic characteristics of a simply supported double-beam system under the actions of harmonic variable magnitude travelling load was investigated. The system is made up of two parallel prismatic thick beams connected constantly by a layer of viscoelastic material. The governing equations describing the motion of this double-beam when under the actions of a moving load is a set of two fourth order non homogeneous partial differential equations with singular and variable coefficients. To solve this coupled partial differential equations, a versatile method of solution capable of treating this class of problem for all variants of boundary conditions is employed. This involves the application of the Generalized Fourier Sine Transform Method (GFSTM), in conjunction with a modified Asymptotic Method of Struble (AMS) and the Differential Transform Method (DTM). The GFSTM was employed in the first instance to transform the set of partial differential equations of order four governing the motions of the structural members into a sequence of coupled second order ordinary differential equations. The transformed coupled ordinary differential equations was further simplified using AMS. The differential transform method was finally applied to obtain a mathematical expressions representing the coordinates in modal space. Thus, an approximate analytical solutions representing the displacement amplitude of the double-beam system under the action of the traversing load was obtained for the moving force and moving mass models respectively. Analysis of the approximate analytical solutions was presented. Various results were discussed and displayed in plotted curves. Effects of some vital load and structural parameters on the response characteristics of the beam-load system were examined and presented. Conditions under which the systems experiences resonance phenomenon were established and reported.
简支双梁系统在谐波变幅行载作用下的响应特性分析
本文研究了简支双梁系统在谐波变幅行荷载作用下的动力特性。该系统由两个平行的棱柱形厚梁组成,由一层粘弹性材料连续连接。描述这种双梁在移动荷载作用下运动的控制方程是两个四阶非齐次变系数奇异偏微分方程的集合。为了求解这类耦合偏微分方程,采用了一种通用性的解法,能够处理这类问题的所有边界条件的变量。这涉及到广义傅立叶正弦变换方法(GFSTM)的应用,结合改进的渐近故障方法(AMS)和微分变换方法(DTM)。首先利用GFSTM将控制构件运动的四阶偏微分方程转化为一组耦合的二阶常微分方程。利用AMS进一步简化了变换后的耦合常微分方程。最后应用微分变换方法得到模态空间坐标的数学表达式。由此,分别得到了运动力模型和运动质量模型在横向荷载作用下双梁系统位移幅值的近似解析解。给出了近似解析解的分析。讨论了各种结果,并绘制了曲线。研究了一些重要荷载和结构参数对梁载系统响应特性的影响。建立并报道了系统发生共振现象的条件。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Forces in mechanics
Forces in mechanics Mechanics of Materials
CiteScore
3.50
自引率
0.00%
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0
审稿时长
52 days
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