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Direct tensile strength measurement of granite by the universal tensile testing machine

机译:通用拉伸试验机的花岗岩直接拉伸强度测量

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The direct tensile strength of a typical hard rock like granite is measured by a novel apparatus known as compression-to-tensile load transfer (CTLT) device. The rock specimen is prepared in form of a slab containing a central hole and placed in the universal testing machine where the direct tensile stress can be applied to this specimen by implementing a special type of load transferring device which converts the applied compressive load to that of the tensile during the test. In the present work, some typical hard rock specimens of granite are specially prepared and tested in the laboratory to measure their direct tensile strengths. Then, a new load converting device implemented in the universal tensile testing machine is used to cause the rock specimen to be subjected to a direct tensile loading during the test. The compressive load was applied to the transferring device at the rate of 0.02 MPa/s. Numerical modeling of the tested specimens were accomplished using the discrete element method (DEM) and the higher order displacement discontinuity method (HODDM). The tensile failure of granite rock mainly occurs along the horizontal axis. The experimental results were in a good accordance with DEM results and HODDM outputs.
机译:典型硬岩的直接拉伸强度如花岗岩通过称为抗拉伸载荷(CTLT)装置的新颖的装置测量。岩石样品以含有中心孔的板形式制备,并放置在通用试验机中,通过实现将应用的压缩负载转换为此的特殊类型的负载转移装置,可以将直接拉伸应力应用于该样本。测试期间的拉伸。在本作工作中,在实验室中特别准备和测试花岗岩的一些典型的硬质岩石标本,以测量它们的直接拉伸强度。然后,在通用拉伸试验机中实现的新负载转换装置用于使岩石样品在测试期间进行直接拉伸载荷。以0.02MPa / s的速率将压缩载荷施加到转移装置。使用离散元素法(DEM)和高阶位移不连续方法(HODDM)完成测试标本的数值模型。花岗岩岩石的拉伸失效主要发生沿水平轴。实验结果与DEM结果和HodDM产出有关。

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