乔兰, 刘建, 李庆文, 赵国彦. 巴西圆盘劈裂二维及三维数值模拟研究[J]. 工程科学学报, 2022, 44(1): 131-142. DOI: 10.13374/j.issn2095-9389.2020.09.28.006
引用本文: 乔兰, 刘建, 李庆文, 赵国彦. 巴西圆盘劈裂二维及三维数值模拟研究[J]. 工程科学学报, 2022, 44(1): 131-142. DOI: 10.13374/j.issn2095-9389.2020.09.28.006
QIAO Lan, LIU Jian, LI Qing-wen, ZHAO Guo-yan. Numerical study of the Brazilian tensile test: 2D and 3D simulations[J]. Chinese Journal of Engineering, 2022, 44(1): 131-142. DOI: 10.13374/j.issn2095-9389.2020.09.28.006
Citation: QIAO Lan, LIU Jian, LI Qing-wen, ZHAO Guo-yan. Numerical study of the Brazilian tensile test: 2D and 3D simulations[J]. Chinese Journal of Engineering, 2022, 44(1): 131-142. DOI: 10.13374/j.issn2095-9389.2020.09.28.006

巴西圆盘劈裂二维及三维数值模拟研究

Numerical study of the Brazilian tensile test: 2D and 3D simulations

  • 摘要: 为揭示巴西圆盘起裂模式的变化规律及其破裂演化过程,运用连续介质弹塑性分析开展巴西圆盘劈裂二维及三维数值模拟研究。通过开展二维模拟研究,探究压拉比及加载角对试样起裂破坏模式的影响;通过三维模拟研究,探究圆盘试样三维破裂面的形成及扩展过程。二维数值模拟结果表明,接触加载角及压拉比越大,巴西圆盘试样越容易发生中心起裂;端部起裂由剪切破坏引起,而劈裂裂纹进一步扩展则由张拉破坏驱动。三维数值模拟结果表明,初始起裂点位于三维圆盘端面,随加载角增大其逐渐向端面圆心移动;当圆盘发生端面中心起裂时,三维破裂面以弧形边界向试样内部发散扩展。无论圆盘试样发生中心起裂还是端部起裂,由于三维效应巴西劈裂试验可能都会低估岩石的抗拉强度。

     

    Abstract: The Brazilian splitting test is widely used to determine the tensile strength of rocks and rock-like materials due to its easy sample preparation and an easier compressive test setup as an indirect testing method compared with performing a direct uniaxial tensile test. However, the accuracy of this method has also been criticized for a long time in the literature since its introduction. This paper carried out two-dimensional (2D)/three-dimensional (3D) numerical simulations of the Brazilian tensile test using a continuum elastoplastic analysis to reveal the variation of fracture modes of the Brazilian disk and its fracture evolution process. The effect of compression-tension ratios and contact loading angles on the fracture modes of the disk specimens was studied through 2D simulations. Through 3D simulations, the initiation and expansion processes of the 3D fracture under different loading angles were explored. The simulated results of failure modes, stress distributions, and calculated tensile strengths were analyzed. The 2D numerical results show that the larger the contact loading angle and the compression–tension ratio, the more likely the Brazilian disk specimens crack first at the disk center. The fracture initiation under the loading rims is caused by shear failure, but further propagation of the split fracture is driven by tension failure. The 3D numerical simulation results show that the crack initiation point is always located on the end face of the disk and gradually moves to the center from the loading ends as the loading angle increases. When the central tensile cracking appears, the 3D fracture expanded toward the inside of the specimen with an arc boundary. Regardless of whether the disk specimen starts to fracture initially at the disk center or the loading points, the Brazilian tensile test may underestimate the tensile strength of rocks due to the 3D effect.

     

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