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Fracture behavior of Dingziwan granite with Cracked Straight Through Brazilian disc specimen by two splitting loading methods

机译:两次分裂加载方法直接通过巴西圆盘标本裂纹丁氏湾花岗岩的断裂行为

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The fracture mechanical behavior of Dingziwan granite was investigated with two splitting loading methods.The granite was taken from Dingziwan zone of Hunan Province, a famous granite area in China.Model I fracture toughness tests were conducted with Cracked Straight Through Brazilian Disc specimen (CSTBD) by MTS Landmark testing machine.In the work, two splitting Brazilian loading methods according ISRM standard (method I) and China standard (method II) were employed.The difference between the fracture mechanical behavior of method I and II were very apparent.For fracture time or fracture displacement, the results of method I are large than that of method II.And the fracture toughness of method I is 1.01 MPa·m1/2, which is about 42% higher than that of the method Ⅱ (0.72 MPa·m1/2).Excluding the subtle effect of loading rate, the main reasons for above difference of two methods were also discussed.The linear relationship between fracture toughness and fracture displacement was obtained based on the actual measuring data, which provides a valuable understanding for the crack arresting problem.
机译:采用两种分裂载荷方法研究了鼎氏湾花岗岩的骨折力学行为。花岗岩从湖南省鼎子湾区采取,中国着名的花岗岩区域。我将裂缝韧性试验通过巴西圆盘标本(CSTBD)进行裂缝。通过MTS标志性试验机。在工作中,采用了两种分裂巴西装载方法(方法I)和中国标准(方法II)。方法I和II的裂缝力学行为之间的差异非常明显。骨折时间或骨折位移,方法I的结果大于方法II的方法。方法I的断裂韧性为1.01MPa·M1 / 2,其比方法Ⅱ的约42%(0.72MPa·M1讨论了加载率的微妙效果,也讨论了两种方法的上述差异的主要原因。获得了断裂韧性与骨折位移之间的线性关系基于实际测量数据,为裂缝逮捕问题提供了有价值的理解。

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