X-Ray Tomography Investigation of Cyclically Sheared Granular Materials.
Yi Xing1, Jie Zheng1, Jindong Li1
1School of Physics and Astronomy, Shanghai Jiao Tong University, 800 Dong Chuan Road, Shanghai 200240, China.
This study combines X-ray tomography and shear force measurements to reveal how particle rearrangements and friction influence granular material behavior under cyclic shearing. Friction drives structural changes and shear dilatancy, leading to a new constitutive model.
Area of Science:
- Physics
- Materials Science
- Geophysics
Background:
- Granular materials exhibit complex behaviors under stress.
- Understanding microscopic processes is key to explaining macroscopic responses.
Purpose of the Study:
- To investigate the relationship between microscopic structural evolution and macroscopic shear force in cyclically sheared granular systems.
- To elucidate the role of particle rearrangement and frictional contacts in transient granular behaviors.
Main Methods:
- Combined X-ray tomography and shear force measurements.
- Cyclic shearing of granular systems.
- Analysis of particle-level structural rearrangement and contact friction.
Main Results:
- Observed evolution of microscopic structures and macroscopic shear force during shear cycles.
- Demonstrated that contact friction induces significant structural fluctuations and shear dilatancy.
- Developed an empirical constitutive relationship for macroscopic shear force.
Conclusions:
- Macroscopic behaviors of granular materials are directly linked to microscopic particle dynamics.
- Friction is a critical factor governing structural changes and dilatancy in granular systems.
- The developed constitutive relationship provides a framework for predicting granular material response.
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