Igor Orynyak , Anton Tsybulnyk , Kirill Danylenko , Andrii Oryniak , Sergii Radchenko
{"title":"Timestep-dependent element interpolation functions in the method of matched sections on the example of heat conduction problem","authors":"Igor Orynyak , Anton Tsybulnyk , Kirill Danylenko , Andrii Oryniak , Sergii Radchenko","doi":"10.1016/j.cam.2024.116222","DOIUrl":null,"url":null,"abstract":"<div><p>The paper is devoted to further elaboration of the method of matched sections as a new technique within the finite element method. Like FEM it supposes that: a) the complex domain is represented as a mesh of nonintersecting simple elements; b) algebraic relations between the main parameters of an element are established from the governing differential equations; c) all relationships from all elements are assembled into one global matrix. On the other hand, it has two distinct features. The first one is that relations between kinematic and inner force parameters (called Connection equations) are derived from the approximate analytical solution of the governing equations rather than by the application of minimization techniques. The second one consists in that the conjugation between elements is provided between the adjacent sides (sections) rather than in the nodes of the elements. In application to the transient 2D heat conduction, it is assumed that for each small rectangular element, the 2D problem can be considered as the combination of two 1D problems – one is x-dependent, and another is y-dependent. Each problem is characterized by two functions – the temperature, <span><math><mi>T</mi></math></span>, and heat flux <span><math><mi>Q</mi></math></span>. In practical realization for rectangular finite elements, the method is reduced to the determination of eight unknowns for each element – two unknowns on each side, which are related by the connection equations, and the requirement of the temperature continuity at the center of the element. Another salient feature of the paper is an implementation of the original implicit time integration scheme, where the time step becomes the parameter of the element interpolation function within the element, i.e. it determines the behavior of the connection equations. This method was initially proposed by the first author for several 1D problems, and here for the first time, it is applied to 2D problems. The number of tests for rectangular plates exhibits the remarkable properties of the proposed time integration scheme concerning stability, accuracy, and absence of any restrictions as to increasing the time step.</p></div>","PeriodicalId":2,"journal":{"name":"ACS Applied Bio Materials","volume":null,"pages":null},"PeriodicalIF":4.6000,"publicationDate":"2024-08-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"ACS Applied Bio Materials","FirstCategoryId":"100","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0377042724004710","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"MATERIALS SCIENCE, BIOMATERIALS","Score":null,"Total":0}
引用次数: 0
Abstract
The paper is devoted to further elaboration of the method of matched sections as a new technique within the finite element method. Like FEM it supposes that: a) the complex domain is represented as a mesh of nonintersecting simple elements; b) algebraic relations between the main parameters of an element are established from the governing differential equations; c) all relationships from all elements are assembled into one global matrix. On the other hand, it has two distinct features. The first one is that relations between kinematic and inner force parameters (called Connection equations) are derived from the approximate analytical solution of the governing equations rather than by the application of minimization techniques. The second one consists in that the conjugation between elements is provided between the adjacent sides (sections) rather than in the nodes of the elements. In application to the transient 2D heat conduction, it is assumed that for each small rectangular element, the 2D problem can be considered as the combination of two 1D problems – one is x-dependent, and another is y-dependent. Each problem is characterized by two functions – the temperature, , and heat flux . In practical realization for rectangular finite elements, the method is reduced to the determination of eight unknowns for each element – two unknowns on each side, which are related by the connection equations, and the requirement of the temperature continuity at the center of the element. Another salient feature of the paper is an implementation of the original implicit time integration scheme, where the time step becomes the parameter of the element interpolation function within the element, i.e. it determines the behavior of the connection equations. This method was initially proposed by the first author for several 1D problems, and here for the first time, it is applied to 2D problems. The number of tests for rectangular plates exhibits the remarkable properties of the proposed time integration scheme concerning stability, accuracy, and absence of any restrictions as to increasing the time step.
本文致力于进一步阐述匹配截面法作为有限元法中的一种新技术。与有限元法一样,它的假设条件是:a) 复杂域用不相交的简单元素网格表示;b) 根据控制微分方程建立元素主要参数之间的代数关系;c) 将所有元素的所有关系集合到一个全局矩阵中。另一方面,它有两个显著特点。第一个特点是,运动参数和内力参数之间的关系(称为连接方程)是通过对控制方程的近似分析求解得出的,而不是应用最小化技术。其次,元素之间的连接是在相邻边(部分)之间而不是在元素的节点上进行的。在应用于瞬态二维热传导时,假定对于每个小矩形元素,二维问题可视为两个一维问题的组合--一个与 x 有关,另一个与 y 有关。每个问题都由两个函数表征--温度 T 和热通量 Q。在矩形有限元的实际应用中,该方法简化为确定每个元素的八个未知数--每边的两个未知数,这两个未知数由连接方程和元素中心的温度连续性要求相关。本文的另一个显著特点是实现了最初的隐式时间积分方案,其中时间步长成为元素内插值函数的参数,即它决定了连接方程的行为。这种方法最初是由第一位作者针对几个一维问题提出的,在此首次应用于二维问题。对矩形板进行的大量试验表明,所提出的时间积分方案在稳定性、精确性和增加时间步长方面没有任何限制,具有显著的特性。