论固体力学一维问题深能量法的高斯-列根德正交规则

IF 3.5 3区 工程技术 Q1 MATHEMATICS, APPLIED Finite Elements in Analysis and Design Pub Date : 2024-09-11 DOI:10.1016/j.finel.2024.104248
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引用次数: 0

摘要

近来,深度能量法(DEM)在解决固体力学中的多个问题上取得了成功。众所周知,确定适当的积分方案以精确计算总势能(TPE)值是实现 DEM 高质量训练性能的关键,但在之前的相关工作中并未发现令人满意的方案。为了阐明这一问题,本研究重点探讨了高斯-回归(GL)正交规则在训练 DEM 以解决一维(1D)固体力学问题中的应用。这项工作的技术思路是:(1) 通过泰勒级数展开设计一个理论多项式回归(PR)模型,该模型可以很好地接近多层感知器(MLP)的输出及其导数,以充分捕捉 DEM 解的代表性;然后 (2) 通过设计的 PR 提取 TPE 损失函数的多项式阶数,以计算训练 DEM 所需的 GL 点数。为此,首先进行数学分析,以几何非线性梁弯曲问题为例,找出 DEM 的可表示性,以及替代 PR 对带有 tanh 激活函数的 MLP 的收敛性,为利用 PR 代替 DEM 网络提供理论基础。随后,分析提取了 GL 点的最小数量,并设计了一个估算最大所需 GL 点的技术框架,以精确计算 TPE 损失函数,确保 DEM 训练的收敛性。我们选择了几个使用欧拉-伯努利(EB)理论和季莫申科理论以及不同类型边界条件(BC)的一维线性和非线性梁弯曲实例,以在实践中检验所提出的方法。数值结果验证了所开发理论的精确性和所设计框架的经验有效性。
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On the Gauss–Legendre quadrature rule of deep energy method for one-dimensional problems in solid mechanics

Deep energy method (DEM) has shown its successes to solve several problems in solid mechanics recently. It is known that determining proper integration scheme to precisely calculate total potential energy (TPE) value is crucial to achieve high-quality training performance of DEM but it has not been discovered satisfactorily in previous related works. To shed light on this matter, this study focuses on investigating the application of Gauss–Legendre (GL) quadrature rule in training DEM to solve one-dimensional (1D) solid mechanics problems. The technical idea of this work is (1) to design a theoretical polynomial regression (PR) model via Taylor series expansion that could well-approximate multi-layer perceptron (MLP) output and its derivatives for fully capturing the representation of DEM solution, and then (2) to extract the polynomial order of the TPE loss function via the devised PR to calculate the necessary number of GL points for training DEM. To do so, mathematical analyses are firstly developed to find out the representability of DEM for geometrically nonlinear beam bending problem as a case study and the convergence of the alternative PR to the MLP with tanh activation function, providing theoretical foundations for utilizing the PR to take the place of DEM network. Subsequently, minimum number of GL points are analytically extracted and a technical framework for estimating the maximin required GL points is devised to accurately compute the TPE loss function for ensuring DEM training convergence. Several 1D linear and nonlinear beam bending examples using both Euler–Bernoulli (EB) and Timoshenko theories with various types of boundary conditions (BCs) are selected to examine the proposed method in practice. The numerical results validate the preciseness of the developed theory and the empirical effectiveness of the devised framework.

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来源期刊
CiteScore
4.80
自引率
3.20%
发文量
92
审稿时长
27 days
期刊介绍: The aim of this journal is to provide ideas and information involving the use of the finite element method and its variants, both in scientific inquiry and in professional practice. The scope is intentionally broad, encompassing use of the finite element method in engineering as well as the pure and applied sciences. The emphasis of the journal will be the development and use of numerical procedures to solve practical problems, although contributions relating to the mathematical and theoretical foundations and computer implementation of numerical methods are likewise welcomed. Review articles presenting unbiased and comprehensive reviews of state-of-the-art topics will also be accommodated.
期刊最新文献
A two-level semi-hybrid-mixed model for Stokes–Brinkman flows with divergence-compatible velocity–pressure elements A non-intrusive multiscale framework for 2D analysis of local features by GFEM — A thorough parameter investigation On the Gauss–Legendre quadrature rule of deep energy method for one-dimensional problems in solid mechanics A modular finite element approach to saturated poroelasticity dynamics: Fluid–solid coupling with Neo-Hookean material and incompressible flow Editorial Board
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