DIC-Enhanced Identification of Bodner-Partom Model Parameters for Bitumen Binder.
Marek Klimczak1, Marcin Tekieli1, Piotr Zieliński1
1Faculty of Civil Engineering, Cracow University of Technology, Warszawska 24 Street, 31-155 Cracow, Poland.
This study applies the Bodner-Partom model to bitumen binder, using uniaxial tensile tests and digital image correlation (DIC). The model accurately predicts bitumen binder behavior in asphalt mixtures, crucial for pavement performance.
Area of Science:
- Materials Science
- Civil Engineering
- Rheology
Background:
- Bitumen binder is essential for asphalt mixtures in pavement construction.
- Its long-term performance significantly impacts pavement layer behavior.
- Understanding bitumen binder's mechanical response is critical for durable infrastructure.
Purpose of the Study:
- To identify parameters for the Bodner-Partom material model for bitumen binder.
- To numerically simulate bitumen binder behavior under tensile stress.
- To validate the model's accuracy against experimental data.
Main Methods:
- Performing uniaxial tensile tests on bitumen binder at various strain rates.
- Utilizing digital image correlation (DIC) for precise material response capture.
- Implementing the Bodner-Partom model for numerical computation.
Main Results:
- Successfully identified Bodner-Partom model parameters for bitumen binder.
- Achieved good agreement between experimental and numerical results.
- Observed a maximum error of approximately 10% at tested elongation rates.
Conclusions:
- The Bodner-Partom model is applicable and effective for analyzing bitumen binder.
- DIC-enhanced experiments provide reliable data for material modeling.
- This approach enhances the prediction of asphalt mixture performance in pavements.
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