Algorithm, implementation, data preparation, calculation of statics and dynamics of beam lattice structures in SSKA KIDYM

Yu. Andrieiev, Oleksiі Marusenko
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Abstract

The problem of developing a universal analytical description and an algorithm for automatic computer calculations of dynamics, statics and kinetostatics of mechanical models of structures, which include beam lattices, is considered. These can be calculations of transient processes, steady-state free and forced vibrations, determination of equilibrium positions and stress-strain state under static and dynamic loads, etc. The structure itself can be flat or spatial, fixed or movable on a plane or in space. Various equipment can be attached to it. It is shown how it is possible to analytically describe a part of the structure, which is a beam lattice, in a language for preparing computer data of a special computer algebra system KiDyM (SCAS KiDyM). Based on the theory of elasticity of Bernoulli-Euler beams, 2 forms of the canonical representation of the potential energy of an elastic beam are obtained. This allows us to introduce a new element into the accepted language for describing mechanical models - a “Beam”, for which the positions of coordinate systems associated with its extreme sections, its geometric and physical parameters are indicated. The position of these sections is determined by the lattice nodes, as by solid bodies. Thus, the generalized coordinates of the mechanical model are determined. An algorithm for the formation of elements of mechanical models of SCAS KiDyM has been developed. This gives the elastic structure of the mechanical model. The tools available in this program automatically build the equations of dynamics and statics, i.e. form a mathematical model, according to which dynamic and static calculations are carried out. The article demonstrates the proposed method in detail on the example of calculating the deformation of a window frame. A comparison of the results with calculations based on an independent program was made. Key words: lattice beam structures, Bernoulli-Euler beams, a special system of computer algebra, calculations of the dynamics of spatial mechanical models.
SSKA KIDYM中梁点阵结构的算法、实现、数据准备、静力学和动力学计算
考虑了包括梁格在内的结构力学模型的动力学、静力学和动静力学的计算机自动计算的通用解析描述和算法问题。这些可以计算瞬态过程,稳态自由振动和强迫振动,确定平衡位置和静态和动态载荷下的应力-应变状态等。结构本身可以是平面的或空间的,可以是固定的或在平面上或空间中移动的。各种设备可以连接到它。本文展示了如何用一种专门的计算机代数系统KiDyM (SCAS KiDyM)的计算机数据准备语言解析地描述结构的一部分,这是一个梁晶格。基于伯努利-欧拉梁的弹性理论,得到了弹性梁势能的2种正则表示形式。这使我们能够在描述机械模型的公认语言中引入一个新元素- -“梁”,其坐标系统的位置与其极端截面、几何和物理参数相关联。这些部分的位置由晶格节点决定,就像由实体决定一样。从而确定了力学模型的广义坐标。提出了一种SCAS - KiDyM力学模型单元的生成算法。这就给出了力学模型的弹性结构。该程序中提供的工具自动建立动、静力方程,即形成一个数学模型,根据该模型进行动、静力计算。文中以计算窗框变形为例,对所提出的方法进行了详细的说明。并将计算结果与独立程序计算结果进行了比较。关键词:点阵梁结构,伯努利-欧拉梁,一种特殊的计算机代数系统,空间力学模型动力学计算
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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