Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Analysis of Timoshenko beams
Unlike the Euler-Bernoulli beam formulation, the Timoshenko beam formulation accounts for transverse shear deformation. It is therefore capable of modeling thin or thick beams. In this chapter we perform the analysis of Timoshenko beams in static bending, free vibrations and buckling. We present the basic formulation and show how a MATLAB code can accurately solve this problem.
Analysis of Timoshenko beams
Unlike the Euler-Bernoulli beam formulation, the Timoshenko beam formulation accounts for transverse shear deformation. It is therefore capable of modeling thin or thick beams. In this chapter we perform the analysis of Timoshenko beams in static bending, free vibrations and buckling. We present the basic formulation and show how a MATLAB code can accurately solve this problem.
Analysis of Timoshenko beams
01.01.2009
19 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Nonlinear Dynamic Analysis of Timoshenko Beams
| British Library Conference Proceedings | 2011
Nonlinear Dynamic Analysis of Timoshenko Beams
| Springer Verlag | 2010
Forced motion of Timoshenko beams
| Engineering Index Backfile | 1953
Elasto-plastic response of timoshenko beams
| Engineering Index Backfile | 1967
Analysis of stressed Timoshenko beams on two parameter foundations
| Online Contents | 2015