On comparison of fracture energy measured for six hot mix asphalt composite mixtures using force–load line displacement and force–crack mouth opening displacement curves at intermediate temperatures and different loading rates

Abstract There are two methods for determining the fracture energy ( G f ) of hot mix asphalt (HMA) composites at intermediate temperatures: (i) load–crack mouth opening displacement (CMOD) and (ii) load–load line displacement (LLD) curves. The effects of these two methods on the G f values of different HMA mixtures are investigated at different loading rates and temperatures. A large number of semicircular bend (SCB) specimens were tested under mode I at different temperatures of 5°C, 15°C, and 25°C and loading rates of 1, 5, 10, and 50 mm/min. The three‐dimensional (3D) fracture energy surface plots obtained from the tests revealed that both temperature and loading rate have noticeable effects on the fracture energy, such that G f values generally increased by increasing the loading rate and reducing the temperature. Also, the G f values measured by the LLD method were higher than those by the CMOD method for lower temperatures and lower loading rates (i.e., below 10 mm/min). For the higher loading rates, the G f values determined by the CMOD method were higher than those by the LLD method. Furthermore, the HMA type had meaningful influences on the variations of G f at different temperatures and loading rates.

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Publication Details

Journal
Fatigue & Fracture of Engineering Materials & Structures
Published
2024-08-11
DOI
https://doi.org/10.1111/ffe.14398
Citations
8
Primary Topic
Asphalt Pavement Performance Evaluation
Type
article
Field-Weighted Citation Impact
2.09

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article

On comparison of fracture energy measured for six hot mix asphalt composite mixtures using force–load line displacement and force–crack mouth opening displacement curves at intermediate temperatures and different loading rates

Seyed Mohammad Navid Ghoreishi, Pegah Jafari Haghighatpour, M.R.M. Aliha, Naghdali Choupani et al.
8 citations
Fatigue & Fracture of Engineering Materials & Structures
Asphalt Pavement Performance Evaluation
2.09
article

On comparison of fracture energy measured for six hot mix asphalt composite mixtures using force–load line displacement and force–crack mouth opening displacement curves at intermediate temperatures and different loading rates

Seyed Mohammad Navid Ghoreishi, Pegah Jafari Haghighatpour, M.R.M. Aliha, Naghdali Choupani, H. R. Fattahi Amirdehi, Saeid Hesami
article en
8 citations

Abstract

Abstract There are two methods for determining the fracture energy ( G f ) of hot mix asphalt (HMA) composites at intermediate temperatures: (i) load–crack mouth opening displacement (CMOD) and (ii) load–load line displacement (LLD) curves. The effects of these two methods on the G f values of different HMA mixtures are investigated at different loading rates and temperatures. A large number of semicircular bend (SCB) specimens were tested under mode I at different temperatures of 5°C, 15°C, and 25°C and loading rates of 1, 5, 10, and 50 mm/min. The three‐dimensional (3D) fracture energy surface plots obtained from the tests revealed that both temperature and loading rate have noticeable effects on the fracture energy, such that G f values generally increased by increasing the loading rate and reducing the temperature. Also, the G f values measured by the LLD method were higher than those by the CMOD method for lower temperatures and lower loading rates (i.e., below 10 mm/min). For the higher loading rates, the G f values determined by the CMOD method were higher than those by the LLD method. Furthermore, the HMA type had meaningful influences on the variations of G f at different temperatures and loading rates.

Fatigue & Fracture of Engineering Materials & StructuresVol. 47(10)
Gebze Technical University (TR), Iran University of Science and Technology (IR), Babol Noshirvani University of Technology (IR)
Türkiye Bilimsel ve Teknolojik Araştırma Kurumu
Affordable and clean energy
Openalex Percentile: Top 14%
Asphalt Pavement Performance Evaluation
2.09
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