The Prediction of tong-Term Creep Behavior of Recycled PET Polymer Concrete

Title & Authors
The Prediction of tong-Term Creep Behavior of Recycled PET Polymer Concrete
Jo Byung-Wan; Tae Ghi-Ho; Kim Chul-Hwan;

Abstract
In general, polymer concrete has more excellent mechanical properties and durability than Portland cement concrete, but very sensitive to heat and has large deformations. In this study, the long-term creep behaviors was predicted by the short-term creep test, and then the characteristic of creep of recycled-PET polymer concrete was defined by material and experimental variables. The error in the predicted long-term creep values is less than 5 percent for all polymer concrete systems. The filler carry out an important role to restrict the creep strains of recycled PET Polymer concrete. The creep strain and specific on using the $\small{CaCO_3}$ were less than using fly-ash. The creep increases with an increase in the applied stress, but not proportional the rate of stress increase ratio. The creep behavior of polymer concrete using recycled polyester resin is not a linear viscoelastic behavior.
Keywords
recycled-PET;polymer concrete;creep compliance;glassy;viscoelastic;shifted factor;
Language
Korean
Cited by
References
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