Slender beam vibrations: damping and its model
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F04%3APU44735" target="_blank" >RIV/00216305:26110/04:PU44735 - isvavai.cz</a>
Result on the web
—
DOI - Digital Object Identifier
—
Alternative languages
Result language
čeština
Original language name
Kmitání štíhlého nosníku: Útlum a jeho model
Original language description
Experimental results of free vibration measurement of slender steel cantilever beam and its numerical model is described in the paper. The experiment was focused on investigation of damping effects of slender steel beam with very large displacements (thesame order like beam length). Material of the beam is linear elastic upon large displacements due to beam slenderness. Special model of slender cantilever beam is used and described. Beam is divided into a number of rigid segments, connected by hinges wwith linear rotational springs. Quadratic approximation (depended on segment angular velocity) of damping effect is able to represent real behaviour of selected problem
Czech name
Kmitání štíhlého nosníku: Útlum a jeho model
Czech description
Experimental results of free vibration measurement of slender steel cantilever beam and its numerical model is described in the paper. The experiment was focused on investigation of damping effects of slender steel beam with very large displacements (thesame order like beam length). Material of the beam is linear elastic upon large displacements due to beam slenderness. Special model of slender cantilever beam is used and described. Beam is divided into a number of rigid segments, connected by hinges wwith linear rotational springs. Quadratic approximation (depended on segment angular velocity) of damping effect is able to represent real behaviour of selected problem
Classification
Type
D - Article in proceedings
CEP classification
JM - Structural engineering
OECD FORD branch
—
Result continuities
Project
<a href="/en/project/GA103%2F03%2F1350" target="_blank" >GA103/03/1350: Complex reliability based model for service life prediction of concrete</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2004
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Experimentální analýza napětí 2004
ISBN
80-239-2964-X
ISSN
—
e-ISSN
—
Number of pages
6
Pages from-to
59-64
Publisher name
Škoda výzkum s.r.o.
Place of publication
Plzeň
Event location
Kašperské hory
Event date
Jun 1, 2004
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
—