Research Article
Jan 1976
Stress Cycles for Fatigue Design of Railroad Bridges
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 102, Issue 1
Abstract
Fatigue design criteria for railroad bridges are evaluated in the light of the latest research concerning fatigue. Railroad bridge loadings and stress histories of the primary and the secondary members are examined. Formulas based on Miner's cumulative damage hypothesis are proposed for equivalent number of design stress cycles to be used in the design of main members and of secondary members subject to superposition of overall and local stresses. Numerical examples are included. It is concluded that present AREA fatigue design provisions may be too conservative.
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Published In
Journal of the Structural Division
Volume 102 • Issue 1 • January 1976
Pages: 203 - 213
Copyright
© 1976 American Society of Civil Engineers.
History
Published in print: Jan 1976
Published online: Feb 1, 2021
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Authors
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Roman Wolchuk, F.ASCE
Partner; Wolchuk and Mayrbaurl, Consulting Engrs., New York, N.Y.
Ronald M. Mayrbaurl, F.ASCE
Partner; Wolchuk and Mayrbaurl, Consulting Engrs., New York, N.Y.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.