scholarly journals Evaluating the Applicability of Fracture Criteria to Predict the Crack Evolution Path of Dolomite Based on SCB Experiments and FEM

2013 ◽  
Vol 2013 ◽  
pp. 1-13 ◽  
Author(s):  
Cunbao Li ◽  
Lingzhi Xie ◽  
Li Ren ◽  
Heping Xie ◽  
Jun Wang

Mixed mode fracture tests are conducted under various initial loading combinations of mode I and mode II (from pure mode I to pure mode II) on semicircular bend (SCB) specimens of dolomite rock. Damage zones are observed behind the fracture surfaces of the broken samples. Scanning electron microscope images of the fracture surfaces are used to study the failure manner. Using the conventional remesh method based on the finite element method (FEM), several widely accepted fracture criteria are employed to theoretically predict the fracture paths. These criteria include the maximum tangential stress criterion, minimum strain energy density criterion, maximum energy release rate criterion, maximum dilatational strain energy density criterion, and the distortional strain energy density criterion. The applicability of the five fracture criteria is examined. The results show that none of the criteria are successful in predicting the crack trajectories of the predominately mode II cracks; the differences among the predicted results of the crack growth paths are negligible for each crack inclined angle. The effect of Poisson’s ratio on the fracture criteria is also investigated and the results show that the predicted crack trajectories are not sensitive to Poisson’s ratio.

2009 ◽  
Vol 4 (1) ◽  
pp. 21
Author(s):  
Anwar Dolu

Penelitian ini bertujuan untuk mencari arah perpanjangan dan perambatan retak,tegangan kritis atau dimensi retak kritis dan stabilitas jalur retakdikenakan mode kombinasi I dan pemuatan mode II. Model yang dinilairetak ciri dengan kombinasi mode yaitu Stres Tangensial Maksimum(MTS) dan Strain Energy Density (SED). Model-model tersebut diacu diterapkan padapiring kasus dengan panjang yang tak terbatas untuk inisiasi, pertumbuhan retak, dan stres kritisdikenakan biaksial, ketegangan dan kompresi). Hasil analisis juga diverifikasidengan hasil yang memuat dengan sudut retak (telah diperoleh dari percobaansebelumnya.


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