Long Short-Term Memory Recurrent Neural Network Approach for Approximating Roots (Eigen Values) of Transcendental Equation of Cantilever Beam

Author:

Bukhsh Madiha1ORCID,Ali Muhammad Saqib2,Alourani Abdullah3ORCID,Shinan Khlood4,Ashraf Muhammad Usman5ORCID,Jabbar Abdul6,Chen Weiqiu1

Affiliation:

1. Key Laboratory of Soft Machines and Smart Devices of Zhejiang Province, Department of Engineering Mechanics, Zhejiang University, Hangzhou 310027, China

2. College of Electrical Engineering, Institute of Power Electronics, Zhejiang University, Hangzhou 310027, China

3. Department of Computer Science and Information, College of Science in Zulfi, Majmaah University, Al-Majmaah 11952, Saudi Arabia

4. Department of Computer Science, College of Computer in Al-Lith, Umm Al-Qura University, Makkah 24382, Saudi Arabia

5. Department of Computer Science, GC Women University, Sialkot 51310, Pakistan

6. College of Computer Science, Zhejiang University, Hangzhou 310027, China

Abstract

In this study, the natural frequencies and roots (Eigenvalues) of the transcendental equation in a cantilever steel beam for transverse vibration with clamped free (CF) boundary conditions are estimated using a long short-term memory-recurrent neural network (LSTM-RNN) approach. The finite element method (FEM) package ANSYS is used for dynamic analysis and, with the aid of simulated results, the Euler–Bernoulli beam theory is adopted for the generation of sample datasets. Then, a deep neural network (DNN)-based LSTM-RNN technique is implemented to approximate the roots of the transcendental equation. Datasets are mainly based on the cantilever beam geometry characteristics used for training and testing the proposed LSTM-RNN network. Furthermore, an algorithm using MATLAB platform for numerical solutions is used to cross-validate the dataset results. The network performance is evaluated using the mean square error (MSE) and mean absolute error (MAE). Finally, the numerical and simulated results are compared using the LSTM-RNN methodology to demonstrate the network validity.

Funder

Zhejiang University

Publisher

MDPI AG

Subject

Fluid Flow and Transfer Processes,Computer Science Applications,Process Chemistry and Technology,General Engineering,Instrumentation,General Materials Science

Reference44 articles.

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2. Free vibration of a cantilevered beam with multiple steps: Comparison of several theoretical methods with experiment;Jaworski;J. Sound Vib.,2008

3. Rao, S.S. (2007). Vibration of Continuous Systems, John Wiley & Sons, Inc.. [3rd ed.].

4. A new approach to analytical solution of cantilever beam vibration with nonlinear boundary condition;Sedighi;J. Comput. Nonlinear Dyn.,2012

5. Wang, C.Y., and Wang, C.M. (2016). Structural Vibration: Exact Solutions for Strings, Membranes, Beams, and Plates, CRC Press. [1st ed.].

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