A Deep Learning Based Approach for Response Prediction of Beam-like Structures

Q2 Engineering
Tianyu Wang, Wael A. Altabey, M. Noori, Ramin Ghiasi
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引用次数: 22

Abstract

Beam-like structures are a class of common but important structures in engineering. Over the past few centuries, extensive research has been carried out to obtain the static and dynamic response of beam-like structures. Although building the finite element model to predict the response of these structures has proven to be effective, it is not always suitable in all the application cases because of high computational time or lack of accuracy. This paper proposes a novel approach to predict the deflection response of beam-like structures based on a deep neural network and the governing differential equation of Euler-Bernoulli beam. The Prandtl-Ishlinskii model is introduced as an element of prediction model to simulate the plasticity of this beam structure. Finally the application of the proposed approach is demonstrated through four numerical examples including linear elastic/ideal plastic beam under concentrated/sinusoidal load and elastic/plastic continues beam under seismic load to demonstrate a proof of concept for the effectiveness of this AI-based approach.
基于深度学习的类梁结构响应预测方法
类梁结构是一类常见而又重要的工程结构。在过去的几个世纪里,人们进行了大量的研究以获得类梁结构的静力和动力响应。虽然建立有限元模型来预测这些结构的响应已被证明是有效的,但由于计算时间长或精度低,它并不总是适用于所有的应用情况。提出了一种基于深度神经网络和欧拉-伯努利梁控制微分方程的类梁结构挠度响应预测新方法。引入Prandtl-Ishlinskii模型作为预测模型的一个元素来模拟该梁结构的塑性。最后,通过集中正弦荷载作用下的线弹/理想塑性梁和地震荷载作用下的弹/塑性连续梁四个数值算例验证了该方法的应用,验证了该方法的有效性。
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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来源期刊
SDHM Structural Durability and Health Monitoring
SDHM Structural Durability and Health Monitoring Engineering-Building and Construction
CiteScore
2.40
自引率
0.00%
发文量
29
期刊介绍: In order to maintain a reasonable cost for large scale structures such as airframes, offshore structures, nuclear plants etc., it is generally accepted that improved methods for structural integrity and durability assessment are required. Structural Health Monitoring (SHM) had emerged as an active area of research for fatigue life and damage accumulation prognostics. This is important for design and maintains of new and ageing structures.
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