LEADER 01829nam 2200409z- 450 001 9910346946803321 005 20231214133244.0 010 $a1000091208 035 $a(CKB)4920000000101054 035 $a(oapen)https://directory.doabooks.org/handle/20.500.12854/43879 035 $a(EXLCZ)994920000000101054 100 $a20202102d2019 |y 0 101 0 $aeng 135 $aurmn|---annan 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aConsideration of runouts by the evaluation of fatigue experiments 210 $cKIT Scientific Publishing$d2019 215 $a1 electronic resource (XVI, 189 p. p.) 225 1 $aBerichte zum Stahl- und Leichtbau / Karlsruher Institut für Technologie, Versuchsanstalt für Stahl, Holz und Steine, Stahl- und Leichtbau 311 $a3-7315-0900-8 330 $aIn EC3, the fatigue life of a steel structure subjected to a cyclic load is estimated by its detail category. This category is based on the S-N, curves which are obtained by applying the Basquin model. Statistically, this model does not allow extrapolating the S-N curves in the HCF region, neither does it consider the runouts. This affects the fatigue life estimation when a structure bears loading in HCF. To overcome these deficiencies, a new method based on a Weibull distribution is applied. 610 $aErmüdung 610 $azyklische Beanspruchung 610 $aWeibull 610 $aS-N Curves 610 $aWöhlerkurven 610 $aCyclic Loading 610 $aRunouts 610 $aFatigue 610 $aDurchläufern 700 $aToasa Caiza$b Paul Dario$4auth$01323449 906 $aBOOK 912 $a9910346946803321 996 $aConsideration of runouts by the evaluation of fatigue experiments$93035568 997 $aUNINA