A locking-free finite element formulation for a non-uniform linear viscoelastic Timoshenko beam
DOI10.1016/j.camwa.2021.08.014OpenAlexW3196472287MaRDI QIDQ2234892
Jesus Vellojin, Erwin Hernández
Publication date: 19 October 2021
Published in: Computers \& Mathematics with Applications (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.camwa.2021.08.014
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Shells (74K25) Finite element, Rayleigh-Ritz and Galerkin methods for boundary value problems involving PDEs (65N30) Linear constitutive equations for materials with memory (74D05)
Related Items (1)
Uses Software
Cites Work
- Unnamed Item
- Unnamed Item
- Unnamed Item
- Unnamed Item
- A locking-free scheme for the LQR control of a Timoshenko beam
- Discretization by finite elements of a model parameter dependent problem
- On locking-free shear deformable beam finite elements
- Quasi-static and dynamical analysis for viscoelastic Timoshenko beam with fractional derivative constitutive relation
- Non-linear mathematical model of viscoelastic thin plates with its applications
- Locking-free variational formulations and isogeometric analysis for the Timoshenko beam models of strain gradient and classical elasticity
- Modelling of thin viscoelastic shell structures under Reissner-Mindlin kinematic assumption
- On the justification of viscoelastic flexural shell equations
- A modified variational iteration method for the analysis of viscoelastic beams
- Locking-free finite element method for a bending moment formulation of Timoshenko beams
- Nonlinear viscoelastic membranes
- A locking-free finite element method for the buckling problem of a non-homogeneous Timoshenko beam
- Engineering Viscoelasticity
- Nonlinear quasi‐static finite element formulations for viscoelastic Euler–Bernoulli and Timoshenko beams
- A Locking-Free FEM in Active Vibration Control of a Timoshenko Beam
- An Abstract Linear Volterra Equation with a Nonconvolution Kernel
- On an Integral Equation in a Hilbert Space
- Finite Element Methods for Integrodifferential Equations
- The mixed finite element method for the quasi-static and dynamic analysis of viscoelastic timoshenko beams
- The hybrid Laplace transform/finite element method applied to the quasi‐static and dynamic analysis of viscoelastic Timoshenko beams
- Mixed Finite Element Methods and Applications
- On Modeling and Uniform Stability of a Partially Dissipative Viscoelastic Timoshenko System
- Locking‐Free Optimal Discontinuous Galerkin Methods for Timoshenko Beams
- Elasticity with MATHEMATICA®
- Optimal long-time \(L_p(0,T)\) stability and semidiscrete error estimates for the Volterra formulation of the linear quasistatic viscoelasticity problem
This page was built for publication: A locking-free finite element formulation for a non-uniform linear viscoelastic Timoshenko beam
