Research Article
Apr 1971
Fatigue Strength of Hybrid Plate Girders
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 97, Issue 4
Abstract
The results of 63 hybrid girders tested at The University of Texas, Austin, are presented. Six girders had A441 steel flanges and the others had A514 steel flanges. All girders had A36 steel webs. Forty-three girders were tested in bending, three in shear, and seventeen in combined bending and shear. Web slenderness ratio and the stress range were the important variables investigated in this test program. Based on the test results of this program and those of homogeneous carbon steel plate girders previously investigated, conclusions are drawn on web slenderness ratio and on initiation of fatigue cracks.
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Information
Published In
Journal of the Structural Division
Volume 97 • Issue 4 • April 1971
Pages: 1203 - 1225
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: Apr 1971
Published online: Feb 1, 2021
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A. Anthony Toprac, M.ASCE
Professor of Civil Engineer, The Univ. of Texas at Austin, Austin, TX.
Murugesam Natarajan, AM.ASCE
Engr., Bridge Div., Texas Highway Dept., Austin TX.
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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.