Journal Name:
- İstanbul Üniversitesi Fen Fakültesi Matematik, Fizik ve Astronomi Dergisi
| Author Name | University of Author |
|---|---|
Abstract (2. Language):
Free damper vibrations of viscoelastic rod,beam,plate and shell
reducible to the solution of a certain integro-differential equation. Full
solution of this equation for the kernel of relaxation in the form of sum of
N exponential f~lnctionsw ith different negative indexes is constritcted in the
present ai-tic1e.lteration processes for calcrrlating frequency and damping
coefficient, which are the real and iinaginaiy parts of two complexconjugated
roots of frequency equation, are givcn.In the case of positive
relaxed module, the fact that the frequency equation has N futher real
negative poles, in addition to the two complex poles obtained above, is
proved. Analysis of obtainetl solutions and their con~parisonsw ith results
available in literature are performed.
Bookmark/Search this post with
FULL TEXT (PDF):
29-40