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首页> 外文期刊>Agricultura, agricultural practice and science journal >COMPUTER PROGRAM BASED ON FINITE ELEMENT METHOD FOR STATIC ANALYSIS OF PLANAR STRUCTURES OF ARTICULATED WOODEN BARS
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COMPUTER PROGRAM BASED ON FINITE ELEMENT METHOD FOR STATIC ANALYSIS OF PLANAR STRUCTURES OF ARTICULATED WOODEN BARS

机译:基于有限元法的铰接木杆平面结构静力分析计算机程序

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Today modern design must meet several requirements related in particular to be determined by the precision of solutions for various types of structures. A major task is to determine the behavior of mechanical structures or structural elements in effect of external actions. By applying the finite element method, physical systems governed by partial differential equations with having an infinite number of degrees of freedom are reduced to discrete physical systems with a finite number of degrees of freedom governed by algebraic equations. Specifically, the essential question is: what is the answer structure when subjected to external actions (variations of strength, temperature, etc.). Program designed by the authors using the finite element tool engineer put in hand work necessary to optimize the design, with positive effects on the complete analysis of stress and tensions in planar structures of articulated bars.
机译:如今,现代设计必须满足几个相关的要求,尤其是要根据各种结构的解决方案的精度来确定。一个主要任务是确定受外部作用影响的机械结构或结构元件的行为。通过应用有限元方法,将由具有无限多个自由度的偏微分方程控制的物理系统简化为具有由代数方程控制的有限自由度的离散物理系统。具体而言,基本问题是:受到外部作用(强度,温度等的变化)时答案的结构是什么。作者使用有限元工具工程师设计的程序进行了优化设计所需的工作,对铰接杆平面结构中的应力和张力的完整分析产生了积极影响。

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