Quasi-static and dynamical analysis for viscoelastic Timoshenko beam with fractional derivative constitutive relation
DOI10.1007/BF02437724zbMath1141.74340OpenAlexW2061631421MaRDI QIDQ1611479
Genguo Li, Zheng-You Zhu, Chang-Jun Cheng
Publication date: 21 October 2002
Published in: Applied Mathematics and Mechanics. (English Edition) (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/bf02437724
dynamical responseweakly singular Volterra integro-differential equationfractional derivative constitutive relationviscoelastic Timoshenko beam
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Analytic approximation of solutions (perturbation methods, asymptotic methods, series, etc.) of dynamical problems in solid mechanics (74H10) Vibrations in dynamical problems in solid mechanics (74H45)
Related Items (12)
Cites Work
- Application of fractional derivatives to the analysis of damped vibrations of viscoelastic single mass systems
- Dynamical behavior of nonlinear viscoelastic beams
- Applications of Fractional Calculus to the Theory of Viscoelasticity
- The mixed finite element method for the quasi-static and dynamic analysis of viscoelastic timoshenko beams
- On the Fractional Calculus Model of Viscoelastic Behavior
- Numerical Inversion of a Laplace Transform
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