TECHNICAL PAPERS
Feb 1, 2008

Determination of Accurate Creep Compliance and Relaxation Modulus at a Single Temperature for Viscoelastic Solids

Publication: Journal of Materials in Civil Engineering
Volume 20, Issue 2

Abstract

Creep compliance (or relaxation modulus), which is a fundamental property that determines the strain (or stress) development in flexible pavements or damage evolution in asphalt mixtures, can be determined from either a creep compliance test using static loading or a complex modulus test using cyclic loading. Since the nature of each test is different, creep compliance determined from the complex modulus test was significantly different compared with that determined from the creep compliance test. From this rigorous experimental and analytical study, it was concluded that the creep compliance or complex modulus test alone is not capable of providing complete information over the typical time or frequency range used in single-temperature tests. In general, the complex modulus test provides accurate creep compliance at short loading time, while the creep compliance test provides accurate creep compliance at longer loading time. An approach to determine accurate creep compliance from the combination of creep and complex modulus tests at a single temperature was developed. The method provided accurate creep compliance values that corresponded to short-term and long-term experimental data.

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Acknowledgments

The writers would like to thank Howard Moseley and Shanna Johnson for their assistance in preparing specimens.

References

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 20Issue 2February 2008
Pages: 147 - 156

History

Received: Feb 5, 2007
Accepted: Jun 18, 2007
Published online: Feb 1, 2008
Published in print: Feb 2008

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Notes

Note. Associate Editor: Eyad Masad

Authors

Affiliations

Jaeseung Kim, Ph.D.
Engineer Consultant, Florida Dept. of Transportation, 5007 N.E. 39th Ave., Gainesville, FL 32609. E-mail: [email protected]
Gregory A. Sholar, P.E.
Bituminous Research Engineer, Florida Dept. of Transportation, 5007 N.E. 39th Ave., Gainesville, FL 32609. E-mail: [email protected]
Sungho Kim, Ph.D.
Engineer Consultant, Florida Dept. of Transportation, 5007 N.E. 39th Ave., Gainesville, FL 32609. E-mail: [email protected]

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