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Experimental study on the fatigue property of fractured rock-like materials under cyclic loading

机译:循环荷载作用下岩石裂隙材料疲劳特性的实验研究

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摘要

The uniaxial compression constant amplitude fatigue test was adopted to make cyclic loading tests for pre-fractured 30°,45°,60°and 90°rock-like model specimens and the corresponding anchored model specimens.It was indicated that the processes of fatigue damage of fractured rock-like specimens can be divided into three stages:fatigue crack initiation stage,fatigue crack propagation stage and fatigue crack rapid propagation stage.Compared with non-anchored model specimen,the plasticity of anchored model specimen was significantly enhanced,and anchored model specimen can bear greater axial strain.The anti-pulling force test analysis was made for the fatigue damage process of anchored model specimen in three stages.During the first and second stages of fatigue damage process,the anchorage body was relaxed,but the integrity of model specimen was intact; in the anterior 80% life cycle of model specimen,the anti-pulling force of anchor was decreased by 20%.
机译:采用单轴压缩等幅疲劳试验对30°,45°,60°,90°等岩石样板及相应锚固样板进行了循环荷载试验,表明了疲劳损伤的过程岩石样的断裂可分为三个阶段:疲劳裂纹萌生阶段,疲劳裂纹扩展阶段和疲劳裂纹快速扩展阶段。与非锚固模型相比,锚固模型的塑性明显增强,锚固模型试样可以承受更大的轴向应变。对锚固模型试样的疲劳损伤过程进行了三个阶段的抗拉力试验分析。在疲劳损伤过程的第一和第二阶段,锚固体松弛,但锚固体的完整性却很差。模型标本完整;在模型标本的前80%生命周期中,锚的抗拉力降低了20%。

著录项

  • 来源
  • 会议地点 Shanghai(CN)
  • 作者

    Wen-bin Jian; Run Li;

  • 作者单位

    Institute of Geotechnical and Geological Engineering, Fuzhou University, China;

    Department of Resources and Urban-Rural Development, Fuzhou University, China;

    Institute of Geotechnical and Geological Engineering, Fuzhou University, China;

    Department of Resources and Urban-Rural Development, Fuzhou University, China;

  • 会议组织
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 岩石学;
  • 关键词

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