Fatigue life analysis of airport runways with semi-rigid base asphalt surfaces under the coupling effect of temperature and traffic load

Cracking is a prevalent issue in asphalt pavements, particularly in airport runways with semi-rigid bases, where top-down cracks are exacerbated by the combined effects of traffic loads and environmental temperature fluctuations. This study employs fracture mechanics and finite element numerical simulation to investigate the fatigue life of asphalt pavements under three loading conditions: traffic loading alone (Condition 1), coupled traffic-temperature loading with constant modulus (Condition 2), and coupled loading incorporating temperature-dependent dynamic modulus (Condition 3). The results reveal that the stress intensity factor (SIF) at crack tips exhibits an inverse correlation with external temperature variations. Under Condition 3, the SIF peak envelope decreases by 12.0% during daytime heating and increases by 8.0% during nighttime cooling, resulting in a 20.0% total diurnal variation. The SIF_peak maximum increases from 0.0188 MPa m 1/2 in Condition 2 to 0.0367 MPa m 1/2 (Condition 3), representing a 95.2% amplification due to temperature-dependent modulus. Correspondingly, the fatigue life decreases from 7.72 × 10 5 cycles (Condition 1) to 7.54 × 10 5 cycles (Condition 2) and further to 6.99 × 10 5 cycles (Condition 3). A sensitivity analysis based on the minimum fatigue life reveals that the Paris exponent m is the most influential parameter, followed by the Paris coefficient C, the final crack depth, and the initial crack depth. These findings underscores the critical importance of considering both thermal gradients and temperature-dependent material properties in pavement design. Neglecting these factors can overestimate fatigue life by 9.5%, leading to premature failure. The results provide a quantitative framework for optimizing pavement durability under combined thermal and mechanical loads, offering valuable insights for the maintenance and design of airport runways.

Authors

Institutions

Publication Details

Journal
Case Studies in Thermal Engineering
Published
2026-11-09
DOI
https://doi.org/10.1016/j.csite.2026.108718
Primary Topic
Asphalt Pavement Performance Evaluation
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
NOV
article

Fatigue life analysis of airport runways with semi-rigid base asphalt surfaces under the coupling effect of temperature and traffic load

Panxu Sun, Xinyao Zhang, Guanwen Hu, Shuxia Wang et al.
Case Studies in Thermal Engineering
Asphalt Pavement Performance Evaluation
article

Fatigue life analysis of airport runways with semi-rigid base asphalt surfaces under the coupling effect of temperature and traffic load

Panxu Sun, Xinyao Zhang, Guanwen Hu, Shuxia Wang, Dan Nie
article en

Abstract

Cracking is a prevalent issue in asphalt pavements, particularly in airport runways with semi-rigid bases, where top-down cracks are exacerbated by the combined effects of traffic loads and environmental temperature fluctuations. This study employs fracture mechanics and finite element numerical simulation to investigate the fatigue life of asphalt pavements under three loading conditions: traffic loading alone (Condition 1), coupled traffic-temperature loading with constant modulus (Condition 2), and coupled loading incorporating temperature-dependent dynamic modulus (Condition 3). The results reveal that the stress intensity factor (SIF) at crack tips exhibits an inverse correlation with external temperature variations. Under Condition 3, the SIF peak envelope decreases by 12.0% during daytime heating and increases by 8.0% during nighttime cooling, resulting in a 20.0% total diurnal variation. The SIF_peak maximum increases from 0.0188 MPa m 1/2 in Condition 2 to 0.0367 MPa m 1/2 (Condition 3), representing a 95.2% amplification due to temperature-dependent modulus. Correspondingly, the fatigue life decreases from 7.72 × 10 5 cycles (Condition 1) to 7.54 × 10 5 cycles (Condition 2) and further to 6.99 × 10 5 cycles (Condition 3). A sensitivity analysis based on the minimum fatigue life reveals that the Paris exponent m is the most influential parameter, followed by the Paris coefficient C, the final crack depth, and the initial crack depth. These findings underscores the critical importance of considering both thermal gradients and temperature-dependent material properties in pavement design. Neglecting these factors can overestimate fatigue life by 9.5%, leading to premature failure. The results provide a quantitative framework for optimizing pavement durability under combined thermal and mechanical loads, offering valuable insights for the maintenance and design of airport runways.

Case Studies in Thermal EngineeringVol. 88
Zhengzhou University of Aeronautics (CN), Zhengzhou University (CN), Minxi Vocational & Technical College (CN)
Asphalt Pavement Performance Evaluation
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.

Laika access coming soon