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Investigation of proper specimen geometry for mode I fracture toughness testing with flattened Brazilian disc method

机译:使用扁平巴西圆盘法进行I型断裂韧性测试的合适试样几何形状的研究

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Investigation of geometrical parameters for flattened Brazilian disc method is important, since this is a simple and attractive method for mode I fracture toughness testing on rock cores. Evaluating numerical modeling results, a parametric equation in terms of principal stresses at the center of the disc and the loading angle of the flattened end was developed. An equation was proposed for maximum stress intensity factors at critical crack lengths around stable to unstable crack propagation. Comparing fracture toughness results of flattened Brazilian disc method to the results of the suggested cracked chevron notched Brazilian disc method, geometrical parameters for flattened Brazilian discs were investigated. Diameter, loading angle of flattened ends, and thickness of andesite rock core specimens were changed to obtain comparable results to the suggested method. The closest results to the suggested method were obtained by 54 mm diameter discs with loading angles larger than 32°, and thicknesses between 19 and 34 mm. Results were confirmed by the flattened Brazilian disc tests on a marble rock. In flattened Brazilian disc tests with smaller loading angles and larger diameters, larger fracture toughness values than the results of the suggested cracked chevron notched were obtained. However, excluding tests with large loading angles over 27°; specimen size was less effective on the results of these tests. Critical crack length parameters computed from modeling and experiments were close to each other for the flattened Brazilian disc specimens with smaller loading angles around 20° and thickness/radius ratio equal or less than 1.1.
机译:扁平巴西盘法的几何参数研究很重要,因为这是一种用于岩心的I型断裂韧性测试的简单且有吸引力的方法。为了评估数值模拟结果,建立了一个基于圆盘中心的主应力和扁平端的加载角度的参数方程。提出了一个方程,用于在稳定至不稳定裂纹扩展附近的关键裂纹长度处的最大应力强度因子。将扁平巴西圆盘法的断裂韧性结果与建议的开裂的V形缺口巴西圆盘法的结果进行比较,研究了扁平巴西圆盘的几何参数。改变直径,压扁端的加载角度和安山岩岩心样本的厚度,以获得与建议方法可比的结果。最接近于建议方法的结果是通过直径54 mm的圆盘,加载角度大于32°,厚度在19到34 mm之间获得的。通过在大理石岩石上压平的巴西圆盘测试证实了结果。在具有较小加载角和较大直径的扁平巴西圆盘试验中,获得的断裂韧性值大于建议的开裂V形缺口的结果。但是,不包括超过27°的大加载角度的测试;样本尺寸对这些测试的结果影响较小。通过建模和实验计算得出的临界裂纹长度参数彼此接近,对于扁平的巴西圆盘试样,其加载角在20°附近较小,厚度/半径比等于或小于1.1。

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