Proceedings Vol. 12 (2006)
ENGINEERING MECHANICS 2006
May 15 – 18, 2006, Svratka, Czech Republic
Copyright © 2006 Institute of Theoretical and Applied Mechanics, Academy of Sciences of the Czech Republic, Prague
ISSN 1805-8248 (printed)
ISSN 1805-8256 (electronic)
list of papers scientific commitee
pages 32 - +7p., full text
The prediction model of fatigue crack propagation in a structural steel is given functioning to compare results of experiments on the phenomenon mentioned subject to simple loading sequences containing single and multiple tensile overloads applied periodically between smaller, constant amplitude cycles. Furthermore, a methodology to estimate the service life of metal constructional members under variable amplitudes is expanded inclusive of the random loading.
back to list of papers
Text and facts may be copied and used freely, but credit should be given to these Proceedings.
All papers were reviewed by members of the scientific committee.