TECHNICAL PAPERS
Nov 13, 2009

Corrosion Rates of Fasteners in Treated Wood Exposed to 100% Relative Humidity

Publication: Journal of Materials in Civil Engineering
Volume 21, Issue 12

Abstract

In the past, gravimetric corrosion data for fasteners exposed to treated wood has been reported as a percent weight loss. Although percent weight loss is a valid measure of corrosion for comparing identical fasteners, it can distort the corrosion performance of fasteners with different geometries and densities. This report reevaluates a key report on the corrosiveness of wood treated with chromated copper arsenate (CCA) and ammoniacal copper arsenate (ACA) and converts the previous data into corrosion rates. In addition, similar experiments were run in wood treated with alkaline copper quaternary (ACQ). Comparison of the corrosion rates reveals ACQ treated wood is more corrosive than CCA treated wood for every metal. The corrosion rate of aluminum was found to be lower than both hot-dip galvanized steel and electroplated galvanized steel in ACQ, ACA, and CCA treated wood. In ACA and ACQ treated wood, the electroplated galvanized fastener had a lower corrosion rate than the hot-dip galvanized fastener.

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References

American Wood Preservers’ Association (AWPA). (2007a). “Standard method of determining corrosion of metal in contact with treated wood.” AWPA E-12, Granbury, Tex.
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Zelinka, S. L. (2007). “Uncertainties in corrosion rate measurements of fasteners exposed to treated wood at 100% relative humidity.” J. Test. Eval., 35(1), 106–109.
Zelinka, S. L., and Rammer, D. R. (2005). “Review of test method used to determine the corrosion rate of metals in contact with treated wood.” Technical Rep. No. FPL-GTR-156, U.S. Department of Agriculture, Madison, Wis.

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Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 21Issue 12December 2009
Pages: 758 - 763

History

Received: May 1, 2007
Accepted: Jun 12, 2009
Published online: Nov 13, 2009
Published in print: Dec 2009

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Authors

Affiliations

Samuel L. Zelinka, S.M.ASCE [email protected]
Materials Engineer, USDA Forest Service, Forest Products Laboratory, 1 Gifford Pinchot Dr., Madison, WI 53726 (corresponding author). E-mail: [email protected]
Douglas R. Rammer, M.ASCE [email protected]
P.E.
Research General Engineer, USDA Forest Service, Forest Products Laboratory, 1 Gifford Pinchot Dr., Madison, WI 53726. E-mail: [email protected]

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