Effect of Epoxy Coating Thickness on Bond Strength of No. 19 [No. 6] Reinforcing Bars

Miller, Gerald G.; Kepler, Jennifer L.; Darwin, David

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Issue Date

1998-01

Author

Miller, Gerald G.

Kepler, Jennifer L.

Darwin, David

Publisher

University of Kansas Center for Research, Inc.

Type

Technical Report

Is part of series

SL Report;98-1

Published Version

https://iri.ku.edu/reports

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Abstract

ASTM A 944 beam-end specimens are used to evaluate the relative bond strength of epoxycoated No. 19 [No. 61 reinforcing bars with coating thicknesses ranging from 160 to 510 pm (6.4 to 19.9 mils). Three deformation patterns are evaluated using epoxy meeting the requirements of ASTM A 775. The reduction in bond strength caused by epoxy coatings between 160 and 420 pm (6.4 and 16.5 mils) is largely independent of coating thickness, The reduction increases for coatings thicker than 420 pm (16.5 rmls).

URI

http://hdl.handle.net/1808/20467

Collections

Infrastructure Research Institute Scholarly Works [219]

Citation

Miller, G.G., Kepler, J.L., and Darwin, D., "Effect of Epoxy Coating Thickness on Bond Strength of No. 19 [No. 6] Reinforcing Bars," SL Report 98-1, University of Kansas Center for Research, Inc., Lawrence, Kansas, January, 1998, 26 pp.

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