INTEGRAL-DIFFERENTIAL RELATIONS IN THE PROBLEM OF FREE BENDING VIBRATIONS OF VARIABLE CROSS-SECTION BEAMS

V. Saurin
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引用次数: 1

Abstract

Issues related to eigen-vibrations of elastic beams of variable cross-section are discussed. It is noted that one of the common features characteristic of boundary-value problems of mathematical physics is certain ambiguity of their formulations. A boundary-value problem of determining eigen-frequencies of a variable cross-section beam in displacements is formulated. By introducing new variables characterizing the behavior of the system, the boundary-value problem is reduced to three ordinary differential equations with variable coefficients. The new variables have a distinct physical meaning. One of the functions is linear density of the pulse and the other is bending moment in the cross-section of the beam. Such a formulation of the problem of free vibrations of a variable cross-section beam makes it possible to reduce the system of differential equations to a single fourth-order equation written in terms of pulse functions. This equation is equivalent to the initial one, formulated in displacements, but has a different form. A method of integral-differential relations, alternative to classical numerical approaches, is described. The possibility of constructing various bilateral energy-based evaluations of the accuracy of approximate solutions resulting from the method of integral-differential relations is studied. The projection approach to analyzing spectral problems of nonlinear beam theory is considered. The efficiency of the method of integral-differential equations is demonstrated, using the problem of free vibrations of a rectangular beam with a constructional depth quadratically varying along its length. Energy-based evaluations of the accuracy of the approximate solutions constructed using polynomial approximations of the sought functions are presented. It is shown that applying standard Bubnov-Galerkin's method to the problem of free vibrations leads to the appearance of complex eigen-frequencies. At the same time, the ratio of the imaginary component to the real one of the eigen-value is a relative inaccuracy of the solution of the boundary-value problem. The introduced numerical algorithm makes it possible to evaluate unambiguously the local and integral quality of numerical solutions obtained.
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变截面梁自由弯曲振动问题的积分-微分关系
讨论了变截面弹性梁的本征振动问题。指出数学物理边值问题的共同特征之一是其表述具有一定的模糊性。提出了确定变截面梁在位移中的本征频率的边值问题。通过引入表征系统行为的新变量,将边值问题简化为三个变系数常微分方程。这些新变量具有明显的物理意义。其中一个函数是脉冲的线密度,另一个函数是梁截面上的弯矩。变截面梁的自由振动问题的这种表述,使微分方程组可以简化为用脉冲函数表示的单一四阶方程。这个方程等价于用位移表示的初始方程,但形式不同。描述了一种替代经典数值方法的积分-微分关系方法。研究了对由积分-微分关系方法得到的近似解的精度构造各种双边能量评价的可能性。考虑用投影法分析非线性梁理论的谱问题。利用结构深度沿长度二次变化的矩形梁的自由振动问题,证明了积分-微分方程方法的有效性。给出了利用所求函数的多项式近似构造的近似解的精度的能量评价。结果表明,将标准布布诺夫-伽辽金方法应用于自由振动问题会导致出现复本征频率。同时,特征值虚分量与实分量之比是边值问题解的一种相对不精确性。引入的数值算法可以明确地评价所得到的数值解的局部质量和积分质量。
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