Energy-Derived, Damage-Based Failure Criterion for Fatigue Testing

By Khalid A. Ghuzlan, S. Carpenter. 2000

289 citations recorded by the source corpus.

Subfields: Materials Chemistry, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/0115db5b9b47b02b2f3b309ca258b8dcdf37c90c

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Materials Chemistry

1. Shihui Shen
2. S. Carpenter
3. H. Bahia
4. K. Nam
5. Karen S. Bonnetti
6. Hai Huang
7. G. Airey
8. Khalid A. Ghuzlan

In Mechanics of Materials

1. Shihui Shen
2. S. Carpenter
3. M. Sabouri
4. Y. Kim
5. Hai Huang
6. G. Airey
7. Eyad Masad
8. H. Bahia

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).”
• A unified method for the analysis of controlled-strain and controlled-stress fatigue testing (2008, background): “Ghuzlan and Carpenter (2000) attempted to unify the results from controlled-strain and controlled-stress beam fatigue tests by using the ratio of the change in dissipated energy between consecutives cycles (i and i þ 1) to the dissipated energy in the first of the consecutives cycles (i).”
• Measuring and Defining Fatigue Behavior of Asphalt Binders (2002, methodology): “This trend has also been observed in fatigue data obtained from mixture beam fatigue testing (5).”
• Development of a Failure Criterion for Asphalt Mixtures under Different Modes of Fatigue Loading (2014, background): “Later, Bhasin et al. tested fine aggregate matrix and found that the RDEC approach depended on the mode of loading (8).”
• Fatigue Endurance Limit for Highway and Airport Pavements (2003, methodology): “To overcome this difficulty, Ghuzlan and Carpenter (6 ) examined a ratio of the change in dissipated energy between two cycles divided by the dissipated energy of the first cycle: where DER = dissipated energy ratio, DEn = dissipated energy produced in load cycle n, and DEn+1 = dissipated energy pro”
• Unified failure criterion for asphalt binder under cyclic fatigue loading (2015, unknown): “…ratio of dissipated energy change (RDEC), and dissipated pseudo-strain energy, have been proposed (Bonnetti, Nam, & Bahia, 2002; Carpenter & Shen, 2006; Ghuzlan & Carpenter, 2000; Masad, Branco, Little, & Lytton, 2008; Rowe, 1993; Shen & Carpenter, 2005; Van Dijk, 1975; Van Dijk & Visser, 1977).”
• Dissipated Energy Approach to Study Hot-Mix Asphalt Healing in Fatigue (2006, methodology): “This concept was well applied and verified by Ghuzlan and Carpenter (16, 17), who suggested using the RDEC (previously called dissipated energy ratio, DER) as a fundamental parameter to describe HMA fatigue damage.”