Fatigue Endurance Limit for Highway and Airport Pavements
By S. Carpenter, Khalid A. Ghuzlan, Shihui Shen. 2003
186 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/7b8b1a3641c5dbfffc689d79d202925448a58707
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In Civil and Structural Engineering
In Mechanics of Materials
Citations in the corpus
- A Dissipated Energy Approach to Fatigue Evaluation (2006, methodology): “This concept was applied and verified by (Ghuzelan, 2001; Ghuzlan and Carpenter, 2000) and later refined by Carpenter et al., 2003), building on the work done by (Carpenter and Jansen, 1997) and other researchers (SHRP, 1994; Pronk and Hopman, 1991).”
- Dissipated Energy Approach to Study Hot-Mix Asphalt Healing in Fatigue (2006, background): “(16, 18), the damage curve represented by the RDEC versus loading cycles can be divided into three stages.”
- Comparative evaluation of warm mix asphalt containing high percentages of reclaimed asphalt pavement (2013, background): “Another terms used to evaluate the fatigue life based on data from beam fatigue test are the ratio of dissipated energy change (RDEC) and the plateau value (PV) [29–31].”
- Laboratory evaluation of fatigue characteristics of recycled asphalt mixture (2008, background): “Typical RDEC plot with three behavior zones (after [2]).”