๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Finite element formulation of a tapered Timoshenko beam for free lateral vibration analysis

โœ Scribed by W.L. Cleghorn; B. Tabarrok


Publisher
Elsevier Science
Year
1992
Tongue
English
Weight
542 KB
Volume
152
Category
Article
ISSN
0022-460X

No coin nor oath required. For personal study only.


๐Ÿ“œ SIMILAR VOLUMES


Incompatible finite dynamic element form
โœ He, Guojing ;Chen, Dapeng ;Pian, Theodore H. H. ๐Ÿ“‚ Article ๐Ÿ“… 2000 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 98 KB ๐Ÿ‘ 2 views

Based on Hellinger}Reissner functional and with the inclusion both of displacements and stresses, a hybrid stress formulation of dynamic "nite element method is derived in this paper. In this formulation, the displacements are separated into zeroth displacement modes and high-order incompatible dyna

DYNAMIC STIFFNESS FORMULATION AND FREE V
โœ J.R. BANERJEE ๐Ÿ“‚ Article ๐Ÿ“… 2001 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 378 KB

The dynamic sti!ness matrix of a centrifugally sti!ened Timoshenko beam has been developed and used to carry out a free vibration analysis. The governing di!erential equations of motion of the beam in free vibration are derived using Hamilton's principle and include the e!ect of an arbitrary hub rad