圆环试样用于岩石间接拉伸强度测试的数值试验

Numerical Test Using Ring Specimen as Medium to Determine Indirect Tensile Strength of Rock

用岩石破坏过程分析数值软件(RFRA)对圆环试样用于岩石间接抗拉强度的测试过程进行数值试验·探讨了圆环内孔直径对于试样破裂模式及其强度测试结果的影响,阐明了不同内孔直径时岩石试样的破裂机制,并对该方法在实际应用中存在的问题进行了解释·数值试验得到的破裂模式和峰值强度与试验结果表现出较好的一致性·基于以上数值试验结果,提出了用开裂载荷来计算岩石间接抗拉强度的新的试验方案·

The RFPA(Rock Failure Process Analysis) code is used to carry out the numerical test using ring specimen as a medium to determine the indirect tensile strength of rock. The effect of diameter of internal hole on failure modes and determined strength of rock specimens is discussed, and the related rock failure mechanisms are clarified. The existing practical problem found in the lab test is also explained according to numerical results. Compared with the test results, both the failure modes and peak loads show in good conformity. Moreover, based on numerical result, a new test scheme is proposed using the cracking load to determine the indirect tensile strength of rock.