Method for testing nonlinear rheological property of asphalt by Large amplitude oscillatory shear stress
A technology of rheological properties and test methods, applied in the direction of flow properties, measuring devices, instruments, etc.
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Embodiment 1
[0022] Embodiment one: if Figure 1-5 As shown, the method for testing the nonlinear rheological properties of asphalt under large stress oscillation shear load involved in this embodiment, the specific steps are as follows:
[0023] Step 1: Use the dynamic shear rheometer in the stress control mode to carry out the stress scanning test on the asphalt to obtain the dynamic shear modulus, draw the modulus-stress relationship curve with the stress as the abscissa and the dynamic shear modulus as the ordinate, Determine the stress range of the nonlinear rheological region;
[0024] Step 2: On the modulus-stress relationship curve of step 1, select the stress within the range of 5-10 nonlinear rheological regions as the stress level in the time sweep test under the stress large oscillation shear load;
[0025] Step 3: Use the stress level selected in Step 2 to conduct a time-sweeping test on the asphalt under a large oscillating shear load. With time as the abscissa and strain as...
Embodiment 2
[0031] Embodiment two: if Figure 1-5 As shown, the method for testing nonlinear rheological properties of asphalt under large stress oscillation shear load involved in this embodiment, the specific operation process:
[0032] Step 1: At 30°C, use a dynamic shear rheometer to conduct a stress sweep test with a frequency of 10rad / s on the modified asphalt mixed with 5% SBS, and use an 8mm flat plate for the test. Draw the modulus-stress relationship curve with the stress as the abscissa and the dynamic shear modulus as the ordinate to determine the stress range in the nonlinear rheological region (the results are as follows figure 1 shown).
[0033] Step 2: Within the scope of the nonlinear rheological region ( figure 1 10 stresses are selected as the stress levels in the LAOS stress time sweep.
[0034] Step 3: Use the stress level selected in Step 2 to carry out a time-scanning test on the asphalt under a large oscillating load, with time as the abscissa and strain as the ...
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