Fuzzy probability analysis of the fatigue resistance of steel structural members under bending/Fuzi tikimybinė analizė vertinant lenkiamų plieninių elementų atsparį nuovargiui

The paper is aimed at the fuzzy probabilistic analysis of fatigue resistance due to uncertainty of input parameters. The fatigue resistance of the steel member is evaluated by linear fracture mechanics as the number of cycles leading to the propagation of initial cracks into a critical crack resulti...

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Bibliographic Details
Main Author: Zdeněk Kala
Format: Article
Language:English
Published: Vilnius Gediminas Technical University 2008-03-01
Series:Journal of Civil Engineering and Management
Subjects:
Online Access:https://journals.vgtu.lt/index.php/JCEM/article/view/6819