2025/05/05 by Wenlin Qiu, Qiu, Wenlin, Xiangcheng Zheng +5
Chemical Engineering · Computer Science · Engineering · #35L75 #45K05 #65M15 #65M22 #Contact Mechanics and Variational Inequalities #FOS: Mathematics #Numerical Analysis (math.NA) #Rheology and Fluid Dynamics Studies #Vibration and Dynamic Analysis
paper · pdf · doi:10.48550/arxiv.2505.02517
openalex publication_date 2025/05/05 · openalex created_date 2025/10/10 · openalex updated_date 2026/07/28
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.