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Leonetti Tesi by Harb Kamal is a document available to read on EtoBox.

This dissertation presents a probabilistic modeling approach for fatigue resistance in welded and riveted bridge details, focusing on the estimation of uncertainty and reliability. It formulates models based on constant and variable amplitude loading, utilizing fatigue resistance curves and fracture mechanics to enhance predictions of structural integrity. The research aims to reduce safety margins and improve economic implications for bridge infrastructure by providing a more reliable assessment of fatigue

Author

Harb Kamal

Language

EN