Timoshenko梁理论
偏微分方程
反问题
欧拉公式
人工神经网络
反向
应用数学
数学
无量纲量
梁(结构)
数学分析
计算机科学
物理
几何学
人工智能
机械
光学
作者
Taniya Kapoor,Hongrui Wang,Alfredo Núñez,Rolf Dollevoet
标识
DOI:10.1109/tnnls.2023.3310585
摘要
This article proposes a new framework using physics-informed neural networks (PINNs) to simulate complex structural systems that consist of single and double beams based on Euler-Bernoulli and Timoshenko theories, where the double beams are connected with a Winkler foundation. In particular, forward and inverse problems for the Euler-Bernoulli and Timoshenko partial differential equations (PDEs) are solved using nondimensional equations with the physics-informed loss function. Higher order complex beam PDEs are efficiently solved for forward problems to compute the transverse displacements and cross-sectional rotations with less than 1e-3 % error. Furthermore, inverse problems are robustly solved to determine the unknown dimensionless model parameters and applied force in the entire space-time domain, even in the case of noisy data. The results suggest that PINNs are a promising strategy for solving problems in engineering structures and machines involving beam systems.
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