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contributor authorYaoting Zhu
contributor authorLu Sun
contributor authorHuilin Xu
date accessioned2017-05-09T00:42:07Z
date available2017-05-09T00:42:07Z
date copyrightMay, 2011
date issued2011
identifier issn0021-8936
identifier otherJAMCAV-26804#031002_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/145254
description abstractA numerical method for directly obtaining discrete relaxation modulus from static creep tests data is developed for linear viscoelastic asphalt mixtures. To overcome the ill-posedness of interconversion between creep compliance and relaxation modulus, Volterra integral equations of the second kind and L-curve based Tikhonov’s regularization method are used to construct the computational scheme of parameter estimation. A numerical case study is presented to demonstrate the efficiency of the regularization method, which takes into account different step lengths and noise levels. It indicates that the computed results are accurate and robust at different noise levels. Compared with other existing methods, the L-curve based Tikhonov’s regularization method provides the best parameter estimates in dealing with both the numerical case study and the experiment data. The method can be used to extract viscoelastic parameters of asphalt mixtures from creep tests effectively and robustly.
publisherThe American Society of Mechanical Engineers (ASME)
titleL-Curve Based Tikhonov’s Regularization Method for Determining Relaxation Modulus From Creep Test
typeJournal Paper
journal volume78
journal issue3
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.4002843
journal fristpage31002
identifier eissn1528-9036
keywordsCreep
keywordsRelaxation (Physics) AND Noise (Sound)
treeJournal of Applied Mechanics:;2011:;volume( 078 ):;issue: 003
contenttypeFulltext


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