Fatigue Failure Criterion: Comparing Maximum Phase Angle with Minimum Curvature of Stiffness Curve

Author:

Archilla Adrian R.123,Rayapeddi Kumar Jayanth Kumar123,Prozzi Jorge A.123

Affiliation:

1. Dept. of Civil and Environmental Engineering, Univ. of Hawaii at Manoa, Honolulu, HI.

2. Quality Control Engineer, Jas. W. Glover, Ltd., Honolulu, HI.

3. Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Texas at Austin, Austin, TX.

Publisher

American Society of Civil Engineers

Reference15 articles.

1. AASHTO. 2016. Standard Specifications for Transportation Materials and Methods of Sampling and Testing and AASHTO Provisional Standards. Washington D.C.: American Association of State Highway and Transportation Officials.

2. Top-Down Fatigue Cracking in High-Temperature Environments.;Archilla A. R.;Transp. Res. Record: J. Transp. Res. Board,2015

3. Archilla A. R. and Corrales-Azofeifa J. 2017. “Development of Asphalt Concrete Dogbone Shape Specimens for Uniaxial Tension Testing.” Proc. Int. Conf. on Highway Pavements and Airfield Technology Edited by Al-Qadi Ozer Vélez-Vega and Murrell pp. 25–37.

4. Castorena, C., Kim, Y. R., Pape, S., and Lee, K. 2017. Development of Small Specimen Geometry for Asphalt Mixture Performance Testing. NCHRP IDEA Program (Vol. 181). Washington D.C.: Transportation Research Board.

5. Epps, J. A., and Monismith, C. L. 1972. “Fatigue of Asphalt Concrete Mixtures—Summary of Existing Information.” Fatigue of compacted bituminous aggregate mixtures: ASTM Int.

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