Analysis of Cantilever Beam Deflection under Uniformly Distributed Load using Artificial Neural Networks
In this study the deflection of a cantilever beam was simulated under the action of uniformly distributed load. The large deflection of the cantilever beam causes the non-linear behavior of beam. The prupose of this study is to predict the deflection of a cantilever beam using Artificial Neural Netw...
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2019-01-01
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Series: | MATEC Web of Conferences |
Online Access: | https://doi.org/10.1051/matecconf/201925506004 |
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doaj-e667be1aed124c4d9c5e8ef08c6c0a622021-03-02T10:12:24ZengEDP SciencesMATEC Web of Conferences2261-236X2019-01-012550600410.1051/matecconf/201925506004matecconf_eaaic2018_06004Analysis of Cantilever Beam Deflection under Uniformly Distributed Load using Artificial Neural NetworksTuan Ya T.M.Y.S0Alebrahim Reza1Fitri Nadziim2Alebrahim Mahdi3Department of Mechanical Engineering, Universiti Teknologi PETRONASHigh Performance Cloud Computing Centre, Universiti Teknologi PETRONASDepartment of Mechanical Engineering, Universiti Teknologi PETRONASFaculty of Mechanical Engineering, Universiti Teknologi MalaysiaIn this study the deflection of a cantilever beam was simulated under the action of uniformly distributed load. The large deflection of the cantilever beam causes the non-linear behavior of beam. The prupose of this study is to predict the deflection of a cantilever beam using Artificial Neural Networks (ANN). The simulation of the deflection was carried out in MATLAB by using 2-D Finite Element Method (FEM) to collect the training data for the ANN. The predicted data was then verified again through a non linear 2-D geometry problem solver, FEM. Loads in different magnitudes were applied and the non-linear behaviour of the beam was then recorded. It was observed that, there is a close agreement between the predicted data from ANN and the results simulated in the FEM.https://doi.org/10.1051/matecconf/201925506004 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Tuan Ya T.M.Y.S Alebrahim Reza Fitri Nadziim Alebrahim Mahdi |
spellingShingle |
Tuan Ya T.M.Y.S Alebrahim Reza Fitri Nadziim Alebrahim Mahdi Analysis of Cantilever Beam Deflection under Uniformly Distributed Load using Artificial Neural Networks MATEC Web of Conferences |
author_facet |
Tuan Ya T.M.Y.S Alebrahim Reza Fitri Nadziim Alebrahim Mahdi |
author_sort |
Tuan Ya T.M.Y.S |
title |
Analysis of Cantilever Beam Deflection under Uniformly Distributed Load using Artificial Neural Networks |
title_short |
Analysis of Cantilever Beam Deflection under Uniformly Distributed Load using Artificial Neural Networks |
title_full |
Analysis of Cantilever Beam Deflection under Uniformly Distributed Load using Artificial Neural Networks |
title_fullStr |
Analysis of Cantilever Beam Deflection under Uniformly Distributed Load using Artificial Neural Networks |
title_full_unstemmed |
Analysis of Cantilever Beam Deflection under Uniformly Distributed Load using Artificial Neural Networks |
title_sort |
analysis of cantilever beam deflection under uniformly distributed load using artificial neural networks |
publisher |
EDP Sciences |
series |
MATEC Web of Conferences |
issn |
2261-236X |
publishDate |
2019-01-01 |
description |
In this study the deflection of a cantilever beam was simulated under the action of uniformly distributed load. The large deflection of the cantilever beam causes the non-linear behavior of beam. The prupose of this study is to predict the deflection of a cantilever beam using Artificial Neural Networks (ANN). The simulation of the deflection was carried out in MATLAB by using 2-D Finite Element Method (FEM) to collect the training data for the ANN. The predicted data was then verified again through a non linear 2-D geometry problem solver, FEM. Loads in different magnitudes were applied and the non-linear behaviour of the beam was then recorded. It was observed that, there is a close agreement between the predicted data from ANN and the results simulated in the FEM. |
url |
https://doi.org/10.1051/matecconf/201925506004 |
work_keys_str_mv |
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