Olawale, Lukman, Gao, Tao, George, Erwin ORCID: 0000-0001-9011-3970 and Lai, Choi-Hong ORCID: 0000-0002-7558-6398 (2023) Response of an Euler-Bernoulli beam subject to a stochastic disturbance. Engineering with Computers, 39 (6). pp. 4185-4197. ISSN 0177-0667 (Print), 1435-5663 (Online) (doi:https://doi.org/10.1007/s00366-023-01917-5)

Preview	PDF (Open Access Article) 44831_CHOI HONG_Response_of_an_Euler_Bernoulli_beam_subject_to_a_stochastic_disturbance_(OA)_2023.pdf - Published Version Available under License Creative Commons Attribution. Download (1MB) | Preview
Preview	PDF (AAM) 44831_CHOI HONG_Response_of_an_Euler_Bernoulli_beam_subject_to_a_stochastic_disturbance.pdf - Accepted Version Available under License Creative Commons Attribution. Download (955kB) | Preview

Abstract

This work concerns the stochastic analysis of the bending of a slender cantilever beam subject to an external force with the inclusion of a stochastic effect characterised by white noise. The beam deflection is governed by the classic dynamic Euler-Bernoulli equation. Its response to the stochastic external load is investigated by learning pattern from the simulation data which
are collected from numerical computations of ten thousand numerical experiments, which are achieved by using a finite difference method coupled with a Monte-Carlo method for the uncertainty quantification. Insightful results are presented with visualisation techniques and discussed in detail. Of note, by
performing regression analysis to the data, the solution is shown to follow a centred Gaussian process with a strong numerical evidence. The associated autocovariance matrix is computed by using the sample data. Then, a mild solution in the probability sense for the deflection at a fixed position and a fixed time is written explicitly in a simple form. The results obtained by the
finite difference scheme were also compared to the finite element scheme and were found to be in good agreement. Unsurprising, the finite element scheme was found to be much more computationally expensive compared to finite difference scheme. Hence, for such a simple structure, the stochastic analysis using the finite difference scheme is preferred. Analysis of the results also showed that some of the regression parameters converge when the number of simulations reach five hundred and only vary subject to numerical errors of order 10−6 if the number of simulations is further increased. While others converge when the number of simulations exceeds two thousand showing that
depending on the level precision required fewer than ten thousand simulations might be required.

Item Type:	Article
Uncontrolled Keywords:	Euler-Bernoulli beam; stochastic partial differential equation; finite difference; Monte-Carlo simulation; stochastic process; regression; machine learning; visualisation
Subjects:	Q Science > QA Mathematics > QA75 Electronic computers. Computer science T Technology > T Technology (General)
Faculty / School / Research Centre / Research Group:	Faculty of Engineering & Science Faculty of Engineering & Science > School of Computing & Mathematical Sciences (CMS)
Last Modified:	21 Dec 2023 11:16
URI:	http://gala.gre.ac.uk/id/eprint/44831

Actions (login required)

View Item

Downloads