Vibrations of multiple delaminated beams
Shu, Dongwei and Della, Christian N. (2004) Vibrations of multiple delaminated beams. Composite Structures, 64, (3-4), 467-477. (doi:10.1016/j.compstruct.2003.09.047).
Full text not available from this repository.
The free vibrations of beams with two enveloping delaminations have been solved analytically without resorting to numerical approximation. The multiple delaminated beam is analyzed as several interconnected Euler–Bernoulli beams. The differential stretching and the bending–extension coupling are considered in the formulation. The influence of the sizes and locations of the delaminations on the primary and secondary frequencies and mode shapes of a beam are investigated. For clamped–clamped beams, the primary frequency shows a high sensitivity for the long delamination but a low sensitivity for the second short delamination, while for the secondary frequency, the sensitivity is high for both delaminations. For cantilever beams, the primary and secondary frequencies show a high sensitivity for the long delamination but low sensitivity for the second short delamination. Results are compared with the analytical and experimental data reported in the literature to verify the validity of the present model.
|Digital Object Identifier (DOI):||doi:10.1016/j.compstruct.2003.09.047|
|Keywords:||free vibrations, multiple delaminations, frequency, mode shape, composite beam|
|Subjects:||T Technology > TJ Mechanical engineering and machinery
T Technology > TA Engineering (General). Civil engineering (General)
|Divisions:||University Structure - Pre August 2011 > School of Engineering Sciences > Fluid-Structure Interactions
|Date Deposited:||19 Feb 2008|
|Last Modified:||06 Aug 2015 02:41|
|RDF:||RDF+N-Triples, RDF+N3, RDF+XML, Browse.|
Actions (login required)