The quasi-static and dynamic responses of a linear viscoelastic Timoshenko beam on Winkler foundation are studied numerically by using the hybrid Laplace-Carson and finite element method. In this analysis the field equation for viscoelastic material is used. In the transformed Laplace-Carson space t
✦ LIBER ✦
Nonlinear quasi-static finite element formulations for viscoelastic Euler–Bernoulli and Timoshenko beams
✍ Scribed by G. S. Payette; J. N. Reddy
- Publisher
- Wiley (John Wiley & Sons)
- Year
- 2009
- Tongue
- English
- Weight
- 226 KB
- Volume
- 26
- Category
- Article
- ISSN
- 2040-7939
- DOI
- 10.1002/cnm.1262
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