๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Modeling and analysis of a cracked composite cantilever beam vibrating in coupled bending and torsion

โœ Scribed by Kaihong Wang; Daniel J. Inman; Charles R. Farrar


Publisher
Elsevier Science
Year
2005
Tongue
English
Weight
783 KB
Volume
284
Category
Article
ISSN
0022-460X

No coin nor oath required. For personal study only.


๐Ÿ“œ SIMILAR VOLUMES


EXPLICIT FREQUENCY EQUATION AND MODE SHA
โœ J.R. BANERJEE ๐Ÿ“‚ Article ๐Ÿ“… 1999 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 160 KB

Exact explicit analytical expressions which give the natural frequencies and mode shapes of a bending}torsion coupled beam with cantilever end condition are derived by rigorous application of the symbolic computing package REDUCE. The expressions are surprisingly concise and very simple to use. By w

Analysis of free and forced vibration of
โœ Sadettin Orhan ๐Ÿ“‚ Article ๐Ÿ“… 2007 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 374 KB

Structures are weakened by cracks. When the crack size increases in course of time, the structure becomes weaker than its previous condition. Finally, the structure may breakdown due to a minute crack. Therefore, crack detection and classification is a very important issue. In this study, free and f

Coupled bending and torsional vibration
โœ Hakan GรถkdaฤŸ; Osman Kopmaz ๐Ÿ“‚ Article ๐Ÿ“… 2005 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 508 KB

In this paper, the coupled flexural-torsional free and forced vibrations of a beam with tip and/or in-span attachments are studied. First, a mathematical model is established, which consists of a beam with several tip attachments, i.e, a tip mass of non-negligible dimensions, a linear spring groundi

Triply coupled bendingโ€“torsion vibration
โœ Sachin S. Naik; Surjya K. Maiti ๐Ÿ“‚ Article ๐Ÿ“… 2009 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 714 KB

The paper presents the full formulation for a crack model for analyzing the triply coupled free vibration of both Timoshenko (short) and Eulerโ€“Bernoulli (long) shaft beams based on compliance approach in the presence of a planar open edge crack in an arbitrary angular orientation with a reference di