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T应力对半圆盘岩石试件裂纹断裂及扩展机理研究

Study on T stress affected to crack fracturing and extension mechanism ofhalf disc rock specimen

  • 摘要: 为将常规的最大周向应力扩展准则与考虑T应力的修正最大周向应力准则的理论预测结果及试验测试结果进行对比,验证笔者建立的修正最大周向应力裂纹扩展准则的准确性,得到T应力对断裂韧性及裂纹扩展规律的影响,采用三点弯曲半圆盘试件,通过改变预制裂纹方向,对Ⅰ-Ⅱ复合型断裂韧性和裂纹起始扩展角进行了研究。研究结果表明:当考虑T应力后,纯Ⅰ型裂纹扩展角不再保持为0,裂纹扩展方向发生偏折;关于Ⅰ-Ⅱ复合型断裂而言,当T应力为正时,材料抵抗裂纹继续扩展的能力增强,断裂强度增大;当T应力为负时,材料抵抗裂纹继续扩展的能力减弱,断裂韧性会减小。T应力对裂纹起裂角及临界应力强度因子的影响是不可忽略的,尤其是对Ⅱ型断裂影响更为显著,GMTS准则能够更好的预测岩石复合型裂纹初始扩展角及断裂韧性。

     

    Abstract: In order to compare with the theoretical predicted results and the experiment results between the conventional max circumferential stress criterion and the corrected max circumferential stress criterion with the consideration of the T stress, the accuracy of the corrected max circumferential stress crack extension criterion established was verified. The T stress affected to the fracture toughness and the crack extension law was obtained. The three point bending half disc specimen was applied to study on the Type Ⅰ-Ⅱ complex fracture toughness and the crack initial extension angle with the change of the pre-cracking orientation. The study results showed that when the T stress was considered, the pure I type cracking extension angle would not be kept as 0 and the cracking extension orientation would be deflection. As for the Type Ⅰ-Ⅱ complex fracture, when the T stress was positive, the anti-cracking continuous extension capacity of the material would be enhanced and the fracture strength would be increased. When the T stress was negative, the anti cracking continuous extension capacity of the material would be weakened and the fracture toughness would be reduced. The T stress affected to the crack fracturing angle and the critical stress strength factor could not be ignored and especially would have obvious influence to the Type Ⅱ fracture. The GMTS criterion could be better to predict the compound crack initial extension angle and the fracture toughness of the rock.

     

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