Search

The cracked chevron notched semi-circular bend (CCNSCB) method has been utilized in split Hopkinson pressure bar (SHPB) tests to measure the rock dynamic mode I fracture toughness. However, the measuring principle has never been thoroughly evaluated. In this study, a three-dimensional discrete element method has been employed to numerically investigate the dynamic fracture mechanism of CCNSCB specimens in SHPB testing considering different loading rates and supporting spans. Our results show that, even if the dynamic force balance can be efficiently satisfied, the conventional quasi-static analysis can still be questionable. For specimens with smaller supporting spans, the developing crack fronts are rather curved during the loading process, and the critical crack length is highly dependent on the loading rates. While for specimens with a large supporting span, the crack profiles are less affected and the critical crack fronts are finely confined within the chevron ligament with few undesirable damages. Thus, the CCNSCB method with a larger supporting span appear to be sound in the SHPB tests for measuring dynamic mode I fracture toughness of rocks. [ABSTRACT FROM AUTHOR]

This paper investigates the effects of support friction on mixed-mode I/II fracture behavior of compacted clay using notched deep beam (NDB) specimens under symmetric fixed support. Numerical models of 330 NDB specimens were established considering the crack inclination angle, crack length, support span, and support friction coefficient, and the normalized fracture parameters (YI, YII, and T*) of NDB specimens were calibrated. The numerical results showed that the values of YI, YII, and T* decreased at different degrees after considering the support friction. Notably, the support friction coefficient could significantly change the loading pattern at the crack tip. To verify this phenomenon, 12 compacted clay NDB specimens were prepared, and a mixed-mode I/II fracture test was performed under fixed support conditions; the phenomenon of asymmetric crack propagation was studied. The test data were processed using the numerical calibration results of YI, YII, and T* with and without consideration of friction. Afterward, the test data were compared and analyzed by combining the generalized maximum tangential stress (GMTS) and the maximum tangential stress (MTS) criteria. The analysis indicated that the real fracture characteristics of compacted clay NDB specimens could not be reflected when conducting mixed-mode I/II fracture tests under symmetric fixed support conditions if the test results were analyzed by YI, YII, and T* without considering support friction, as in previous studies. [ABSTRACT FROM AUTHOR]

• Numerical modeling was performed to study dynamic mixed mode I/II fracture behavior of rocks. • Different mixed mode loading conditions and various loading rates were considered. • Dynamic mixed mode fracture of the specimens was mainly induced by tensile damages at the micro scale. • Mixed mode fracture resistance of rocks showed loading rate dependence. • A semi-analytical criterion could predict well the dynamic mixed mode fracture of rocks. Research on rock fracture behavior is usually limited to static mixed mode I/II fracture and static or dynamic mode I fracture. In this study, the notched semi-circular bend (NSCB) specimens with different notch inclination angles were introduced into the split Hopkinson pressure bar (SHPB) system to numerically investigate dynamic mixed mode I/II fracture behavior of cracked rocks. First, the feasibility and reliability of our discrete-element-method-based numerical system to model dynamic fracture behavior of rock were validated; then, the effects of different mixed mode loading conditions and various loading rates on the mixed mode fracture of NSCB specimens were studied. The dynamic mixed mode fracture of the specimens was found to be mainly induced by tensile damages at the micro scale. The results also showed the loading rate dependence of the mixed mode fracture resistance. Moreover, for the same increment of the loading rate, the dynamic mode I fracture toughness increases more than the dynamic mode II fracture toughness. Subsequently, the fracture resistance and fracture initiation angles observed in the modeling were compared with the theoretical predictions based on some brittle fracture criteria. It was demonstrated that a semi-analytical criterion could reproduce well the dynamic mixed mode fracture behavior of rocks. [ABSTRACT FROM AUTHOR]