The mixed finite element method for the quasi-static and dynamic analysis of viscoelastic timoshenko beams
DOI<1909::AID-NME573>3.0.CO;2-P 10.1002/(SICI)1097-0207(19990430)44:12<1909::AID-NME573>3.0.CO;2-PzbMath0932.74064OpenAlexW1486931675MaRDI QIDQ4262724
Publication date: 13 March 2000
Full work available at URL: https://doi.org/10.1002/(sici)1097-0207(19990430)44:12<1909::aid-nme573>3.0.co;2-p
inverse Laplace transformWinkler foundationfield equationFourier methodGâteaux differentialhybrid Laplace-Carson finite element methodSchapery methodTB12TB4
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Numerical approximation of solutions of dynamical problems in solid mechanics (74H15)
Related Items (12)
Cites Work
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- Stress analysis in visco-elastic bodies
- A finite element Laplace transform solution technique for the wave equation
- The mixed finite element solution of circular beam on elastic foundation
- The hybrid Laplace transform/finite element method applied to the quasi‐static and dynamic analysis of viscoelastic Timoshenko beams
- Numerical Inversion of Laplace Transforms: An Efficient Improvement to Dubner and Abate's Method
- Numerical Inversion of Laplace Transforms by Relating Them to the Finite Fourier Cosine Transform
- Improved numerical integration of thick shell finite elements
- Reduced integration technique in general analysis of plates and shells
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