Quantitative Comparison of Energy Methods to Characterize Fatigue in Asphalt Materials

Author:

Bhasin Amit1234,Castelo Branco Veronica T.1234,Masad Eyad1234,Little Dallas N.1234

Affiliation:

1. Assistant Professor, Dept. of Civil, Architectural and Environmental Engineering, The Univ. of Texas at Austin, ECJ Bldg. Suite 6.108 (MC 1761), Austin, TX 78712 (corresponding author).

2. Graduate Research Assistant, Texas Transportation Institute, Texas A&M Univ., College Station, TX 77843-3135.

3. E.B. Snead I Associate Professor, Texas Transportation Institute, Texas A&M Univ., College Station, TX 77843-3135.

4. Snead Chair Professor, Texas Transportation Institute, Texas A&M Univ., College Station, TX 77843-3135.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. CRC Mechanical Engineering Series;Bolotin V. V.,1999

2. Carpenter S. H. and Shen S. (2006). “A dissipated energy approach to study HMA healing in fatigue.” Proc. 85th Annual Transportation Research Board Meeting Transportation Research Board of the National Academies Washington D.C.

3. Castelo Branco V. T. F. Masad E. Bhasin A. and Little D. N. (2008). “Fatigue analysis of asphalt mixtures independent of mode of loading.” Proc. 87th Annual Transportation Research Board Meeting Transportation Research Board of the National Academies Washington D.C.

4. Development of a simplified fatigue test and analysis procedure using a viscoelastic continuum damage model;Daniel J.;Asph. Paving Technol.,2002

5. Ghuzlan K. A. and Carpenter S. H. (2000). “Energy-derived damage-based failure criterion for fatigue testing.” Transportation Research Record . 1723 Transportation Research Board Washington D.C. 141–149.

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