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Mixed Mode Fracture Investigation of Rock Specimens Containing Sharp V-Notches
Ali Arabnia1, Javad Akbardoost1, Sergio Cicero2
1Department of Mechanical Engineering, Faculty of Engineering, Kharazmi University, Mofatteh Avenue, Tehran P.O. Box 15719-14911, Iran.
This study analyzes rock fracture behavior under mixed mode I/II loading using sharp V-notches (SV-notches). The MTS-FEM criterion accurately predicts fracture resistance, aligning experimental and analytical findings for notched rock specimens.
Area of Science:
- Geotechnical Engineering
- Materials Science
- Solid Mechanics
Background:
- Rock fracture mechanics is crucial for engineering applications.
- Sharp V-notches (SV-notches) significantly influence rock failure.
- Mixed mode I/II loading conditions are prevalent in geological formations.
Purpose of the Study:
- To experimentally and analytically assess the fracture behavior of rock with SV-notches under mixed mode I/II loading.
- To validate the predictive capability of the MTS-FEM criterion for such scenarios.
- To investigate the influence of notch opening angles on fracture resistance.
Main Methods:
- Mixed mode fracture tests on Brazilian disk specimens with SV-notches (SVNBD samples).
- Application of the Maximum Tangential Stress-Finite Element Method (MTS-FEM) criterion for fracture prediction.
- Direct calculation of critical distance using finite element analyses on cracked samples.
Main Results:
- Experimental fracture tests were conducted on SVNBD samples with varying notch angles.
- The MTS-FEM criterion demonstrated good agreement with experimental fracture curves.
- The critical distance was effectively determined through finite element analysis.
Conclusions:
- The MTS-FEM criterion provides accurate predictions for the fracture behavior of V-notched rock under mixed mode loading.
- The proposed approach simplifies fracture analysis by avoiding stress series expansion coefficients.
- This research offers a reliable method for assessing the structural integrity of rock masses with V-shaped discontinuities.
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