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DHR/AR Rheometer: Setting Up a Step (Transient) Repeated Creep Test

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Overview
Test Setup

Overview

This test is designed to determine the resistance of asphalt binders under repeated loading simulating traffic loading. The test method includes using an oscillating shear rheometer to conduct repeated creep and recovery testing under temperature and load conditions typical of pavement condition in the field.

Rutting is caused by accumulation of permanent deformations caused by the repeated application of traffic loading. To evaluate the contribution of binder properties to the rutting resistance, repeated creep and recovery are used. By carefully selecting the loading and unloading (recovery) time periods, traffic speed can be effectively simulated or represented. By selecting a certain range of stress on the asphalt samples, different traffic loading conditions can be simulated. The accumulated permanent deformation (strain) during each cycle and the rate of the accumulation as a function of cycles provide useful information for evaluating the rutting resistance of the asphalt binders.

The test information is obtained from the data collected for Cycles 50, and 51 fitted by the Burger or four-element model:

By normalizing the strain to the stress applied, the creep compliance, J, in terms of its elastic component Je, the delayed-elastic Jde, and the viscous component Jv, can be defined:

The viscous component is inversely proportional to the viscosity (Jv) and directly proportional to stress and time of loading. Calculate the inverse of the compliance Gv = 1/Jv. Gv is defined as the viscous component of the creep stiffness.

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Test Setup   

To select a Step (Transient) Repeated Creep test, see Using Experimental Procedures for detailed instructions.

When you perform a Step (Transient) Repeated Creep test, the following parameters need to be chosen.

Environmental Control

Select the following environmental control parameters:

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Test Parameters

Set up the following test parameters.

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Step Termination 

TRIOS Software allows you to define conditions in which a step is halted ahead of its normal termination conditions (Limit checking). You can use this to ensure that, for instance, the instrument does not over speed or apply excessive strains.

Rather than running a step for a certain amount of time, you may wish to run it until stable data is obtained. You can set an Equilibrium limit (such as the viscosity value becoming constant when running a single shear with time) that will stop the currently active test.

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