๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Free vibration analysis of arches using curved beam elements

โœ Scribed by Wu, Jong Shyong (author);Chiang, Lieh Kwang (author)


Publisher
John Wiley and Sons
Year
2003
Tongue
English
Weight
366 KB
Volume
58
Category
Article
ISSN
0029-5981

No coin nor oath required. For personal study only.


๐Ÿ“œ SIMILAR VOLUMES


Vibration analysis of coil springs by me
โœ Stander, Nielen ;Du Preez, R. J. ๐Ÿ“‚ Article ๐Ÿ“… 1992 ๐Ÿ› Wiley (John Wiley & Sons) ๐ŸŒ English โš– 480 KB ๐Ÿ‘ 1 views

An investigation is conducted on the performance of the curved isoparametric cubic beam element for analysing vibrational behaviour of coil springs. Firstly, the results of full and uniformly reduced integration are compared for three static problems. Uniformly reduced integration is shown to yield

Shear flexible field-consistent curved s
โœ B. P. Patel; M. Ganapathi; J. Saravanan ๐Ÿ“‚ Article ๐Ÿ“… 1999 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 187 KB ๐Ÿ‘ 1 views

In this paper, an e$cient curved cubic B-spline beam element is developed based on the "eld consistency principle, for vibration analysis. The formulation is general in the sense that it includes anisotropy, transverse shear deformation, in-plane and rotary inertia e!ects. The element is based on la

FINITE ELEMENT FREE VIBRATION ANALYSIS O
โœ D. Chakravorty; J.N. Bandyopadhyay; P.K. Sinha ๐Ÿ“‚ Article ๐Ÿ“… 1996 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 409 KB

A finite element analysis for the free vibration behaviour of doubly curved shells is presented in which eight-noded curved quadrilateral isoparametric finite elements are used. The first order shear deformation theory for thin and shallow shells is used in the formulation. Results are obtained for

FREE VIBRATION ANALYSIS OF FIBER REINFOR
โœ S.R. Marur; T. Kant ๐Ÿ“‚ Article ๐Ÿ“… 1996 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 422 KB

Three higher order refined displacement models are proposed for the free vibration analysis of sandwich and composite beam fabrications. These theories model the warping of the cross-section by taking the cubic variation of axial strain and they eliminate the need for a shear correction coefficient