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contributor authorJaeseung Kim
contributor authorGregory A. Sholar
contributor authorSungho Kim
date accessioned2017-05-08T21:18:29Z
date available2017-05-08T21:18:29Z
date copyrightFebruary 2008
date issued2008
identifier other%28asce%290899-1561%282008%2920%3A2%28147%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46399
description abstractCreep 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.
publisherAmerican Society of Civil Engineers
titleDetermination of Accurate Creep Compliance and Relaxation Modulus at a Single Temperature for Viscoelastic Solids
typeJournal Paper
journal volume20
journal issue2
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2008)20:2(147)
treeJournal of Materials in Civil Engineering:;2008:;Volume ( 020 ):;issue: 002
contenttypeFulltext


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