TECHNICAL PAPERS
May 1, 1993

Mathematics of Concrete Scaling

Publication: Journal of Materials in Civil Engineering
Volume 5, Issue 2

Abstract

Laboratory experiments are performed to study the conditions under which concrete scaling occurs. Induced temperature gradients causes the concrete surface to spall off in sheets, replicating an ubiquitous form of damage to the transportation infrastructure in much of the United States. A mathematical model is developed to simulate temperature gradients in concrete during freeze‐thaw cycles, and the calculated results are in excellent agreement with the laboratory data. By using a finite‐difference model, the rate and depth of temperature changes during surface scaling are predicted.

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Information & Authors

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 5Issue 2May 1993
Pages: 280 - 288

History

Received: Mar 8, 1991
Published online: May 1, 1993
Published in print: May 1993

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Authors

Affiliations

Dan F. Adkins, Associate Member, ASCE
P.E., Civ. Engr., 350 West 550 North #2, Logan, UT 84321
Gary P. Merkley, Member, ASCE
P.E., Res. Asst. Prof., Dept. of Agric. and Irrig. Engrg., Utah State Univ., Logan, UT 84322‐4105
Gertrudys Brito
Dept. of Civ. and Envir. Engrg., Utah State Univ., Logan, UT 84322‐4110

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