Research Article
Jan 1976
Analysis of Reinforced Fibrous Concrete Beams
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 102, Issue 1
Abstract
A method has been developed to predict the ultimate strength of concrete beams reinforced with a combination of steel bars and randomly distributed steel fibers. Strengths of three full-size beams were obtained experimentally to verify the analytical method. The method, which applies to beams using a cement-rich mortar mix with the steel fibers, shows good correlation with experimental results. A dynamic bond stress of 333 psi was assumed for the fibers. Fiber lengths were from 1-1/2 in. to 2-1/4 in. and the fiber amount was varied from 1.22% to 1.51% by volume. The test programs showed that: (1) Steel fibrous concrete increased the flexural load capacity of the reinforced beams by about 25%; (2) crack width and crack spacing were less than in a conventional reinforced beam; and (3) the post-cracking stiffness of the fibrous beams was greater than a conventional beam.
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Published In
Journal of the Structural Division
Volume 102 • Issue 1 • January 1976
Pages: 177 - 188
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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Charles H. Henager, M.ASCE
Sr. Development Engr. Battelle, Pacific Northwest Labs., Richland, Wash
Terrence J. Doherty
Development Engr. Battelle, Pacific Northwest Labs., Richland, Wash
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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.
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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.