Research Article
Apr 1972
Fatigue of Cover Plated Beams Under Varying Loads
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 98, Issue 4
Abstract
A hypothesis based on the assumption that the plastic strain amplitude during any given cycle of stress is an index of the induced fatigue damage is presented. The hypothesis is shown to yield an exponential cycle to failure-stress range relationship and a stress-dependent damage-cycle ration equation. All the material constants necessary are evaluated from the results of constant amplitude tests. The endurance predictions of the hypothesis were checked against the results of the series of variable amplitude repreated block tests performed.
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Information
Published In
Journal of the Structural Division
Volume 98 • Issue 4 • April 1972
Pages: 915 - 928
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Apr 1972
Published online: Feb 1, 2021
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Authors
Affiliations
Francis A. Murad
Sr. Engr., Giffels Associates, Inc., Detroit, Mich.; formerly Grad. Research Asst., Dept. of Civ. Engrg., Univ. of Maryland, College Park, Md.
Conrad P. Heins, AM.ASCE
Assoc. Prof., Dept. of Civ. Engrg., Univ. of Maryland, College Park, Md.
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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.