AN EXPERIMENTAL STUDY OF BOND STRESS
TESTS ON THREE SPECIMENS OF STEEL ENCASED IN PORTLAND CEMENT MORTAR PROVIDE INFORMATION ON DISTRIBUTION OF BOND STRENGTH IN REINFORCED CONCRETE, THE TENSILE DEFORMATION OF MORTAR ENCASED IN STEEL, AND THE EFFECTIVE LENGTH OF A BAR SUBJECTED TO THE PULLOUT TEST. /AUTHOR/
- Record URL:
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Supplemental Notes:
- Vol 16, pp 96-99, 6 FIG; part of Report of Project Committee on the Use of High Elastic Steel as Reinforcement for Concrete. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved.
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Authors:
- Dunagan, W M
- Ernst, G C
- Publication Date: 1937
Media Info
- Media Type: Digital/other
- Monograph Title: Proceedings of the Sixteenth Annual Meeting of the Highway Research Board Held at Washington, D.C. November 18-20, 1936
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Serial:
- Highway Research Board Proceedings
- Volume: 16
- Publisher: Highway Research Board
Subject/Index Terms
- TRT Terms: Bars (Building materials); Bonds; Deformation; Material reinforcement; Mortar; Portland cement; Pull out test; Reinforced concrete; Stresses; Tension; Testing
- Uncontrolled Terms: Tensile stress
- Old TRIS Terms: Pullout
- Subject Areas: Bridges and other structures; Highways; Materials;
Filing Info
- Accession Number: 00213783
- Record Type: Publication
- Files: TRIS, TRB
- Created Date: Aug 8 1971 12:00AM