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This document summarizes research on fatigue damage in steel bridges. It identifies several common details that are prone to fatigue cracking, including: 1) changes in cross-section that induce additional stresses, like reduced girder depth; 2) hanger connections that develop cracks from vibration and secondary bending moments; 3) stringers beneath timber ties that crack due to local bending from tie deformation. Poor detailing contributes to fatigue by concentrating stresses at connections between stiff an

Author

Leonardo Sanchez

Language

EN