Finite difference method for nonlinear damped viscoelastic Euler-Bernoulli beam model

Fuente: arXiv
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Autori principali: Qiu, Wenlin, Zheng, Xiangcheng, Guo, Tao, Xiao, Xu
Natura: Preprint
Pubblicazione: 2025
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author Qiu, Wenlin
Zheng, Xiangcheng
Guo, Tao
Xiao, Xu
author_facet Qiu, Wenlin
Zheng, Xiangcheng
Guo, Tao
Xiao, Xu
contents We propose and analyze the numerical approximation for a viscoelastic Euler-Bernoulli beam model containing a nonlinear strong damping coefficient. The finite difference method is used for spatial discretization, while the backward Euler method and the averaged PI rule are applied for temporal discretization. The long-time stability and the finite-time error estimate of the numerical solutions are derived for both the semi-discrete-in-space scheme and the fully-discrete scheme. Furthermore, the Leray-Schauder theorem is used to derive the existence and uniqueness of the fully-discrete numerical solutions. Finally, the numerical results verify the theoretical analysis.
format Preprint
id arxiv_https___arxiv_org_abs_2505_02517
institution arXiv
publishDate 2025
record_format arxiv
spellingShingle Finite difference method for nonlinear damped viscoelastic Euler-Bernoulli beam model
Qiu, Wenlin
Zheng, Xiangcheng
Guo, Tao
Xiao, Xu
Numerical Analysis
35L75, 65M15, 65M22, 45K05
We propose and analyze the numerical approximation for a viscoelastic Euler-Bernoulli beam model containing a nonlinear strong damping coefficient. The finite difference method is used for spatial discretization, while the backward Euler method and the averaged PI rule are applied for temporal discretization. The long-time stability and the finite-time error estimate of the numerical solutions are derived for both the semi-discrete-in-space scheme and the fully-discrete scheme. Furthermore, the Leray-Schauder theorem is used to derive the existence and uniqueness of the fully-discrete numerical solutions. Finally, the numerical results verify the theoretical analysis.
title Finite difference method for nonlinear damped viscoelastic Euler-Bernoulli beam model
topic Numerical Analysis
35L75, 65M15, 65M22, 45K05
url https://arxiv.org/abs/2505.02517