Development of a pseudo strain energy-based fatigue failure criterion for asphalt mixtures

Abstract

This paper presents a new energy-based failure criterion that is based on the simplified viscoelastic continuum damage model. This study found that the average reduction in pseudo stiffness up to failure, referred to here as D ^R , is a material constant that is independent of mode of loading, temperature, and stress/strain amplitude. Twenty different asphalt mixtures were used to validate the proposed method. This paper presents typical values of D ^R and shows that the D ^R changes with the mixture characteristics. The advantages of the D ^R failure criterion over a previous failure criterion (known as the G ^R criterion) are that it: (1) allows the prediction of fatigue failure in arithmetic scale, which reduces possible errors due to extrapolation of the accelerated laboratory fatigue test data to realistic traffic volumes encountered in the field and (2) reduces the number of tests required to characterise the failure criterion. Statistical analysis was performed in this study and the results show confidence levels that can be obtained from two or three fatigue tests.

Keywords:

• Asphalt mixtures
• fatigue
• failure criterion
• S-VECD model
• dissipated pseudo strain energy

Additional information

Funding

This work was supported by the Federal Highway Administration [grant number FHWA DTFH61-05-RA-00108].