Nonlinear Fatigue Damage Model of Asphalt Mixture Based on Dynamic Modulus and Residual Strength Decay

Nonlinear Fatigue Damage Model of Asphalt Mixture Based on Dynamic Modulus and Residual Strength Decay

In order to describe the fatigue damage state of asphalt mixture more reasonably, direct tensile tests of the fatigue and the residual strength under stress levels of 1.00 MPa, 0.50 MPa and 0.25 MPa with five parallel tests were carried out. The trabecular specimens of AC-13C asphalt mixture (25 cm...

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Bibliographic Details
Main Authors: Hongfu Liu, Xinyu Yang, Chengdong Xia, Jianlong Zheng, Tuo Huang, Songtao Lv
Format: Article
Language:English
Published: MDPI AG 2019-07-01
Series:Materials
Subjects:
asphalt mixture
fatigue damage model
residual strength
dynamic modulus
damage evolution
Online Access:https://www.mdpi.com/1996-1944/12/14/2236

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https://www.mdpi.com/1996-1944/12/14/2236

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