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contributor authorAmir Bozorg-Haddad
contributor authorMagued Iskander
contributor authorHsiao-Lun Wang
date accessioned2017-05-08T21:55:14Z
date available2017-05-08T21:55:14Z
date copyrightDecember 2010
date issued2010
identifier other%28asce%29mt%2E1943-5533%2E0000168.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66481
description abstractThis paper presents a predictive model for compressive creep behavior of high-density polyethylene (HDPE) commonly used to manufacture polymeric piling and geosynthetics. Accelerated methods to predict the tensile creep of polymers are already available. In this paper, a method to predict the compressive creep of viscoelastic polymers is proposed based on the equivalence of strain energy density (SED) between conventional constant-stress creep tests and strain-controlled stress-strain (ramp loading at different constant strain rates) tests. There is good agreement between the creep behaviors obtained from conventional tests and SED predictions when two stress-strain experiments with strain rates differing by two or more orders of magnitude are used. SED was also used as a basis for predicting the onset of tertiary creep. Finally, onset of tertiary creep was used for rational selection of the ultimate strength of viscoelastic materials, whose strength is inversely proportional to duration of loading.
publisherAmerican Society of Civil Engineers
titleCompressive Creep of Virgin HDPE Using Equivalent Strain Energy Density Method
typeJournal Paper
journal volume22
journal issue12
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0000136
treeJournal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 012
contenttypeFulltext


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