...
首页> 外文期刊>Advances in civil engineering >Effects of Constant Amplitude Cyclic Loading on the Nonuniform Deformation of Sandstone Specimens
【24h】

Effects of Constant Amplitude Cyclic Loading on the Nonuniform Deformation of Sandstone Specimens

机译:恒定振幅循环载荷对砂岩试样非均匀变形的影响

获取原文
获取原文并翻译 | 示例
   

获取外文期刊封面封底 >>

       

摘要

In order to explore the mechanical response mechanism of rock materials under cyclic loading, uniaxial constant amplitude cyclic loading tests for sandstone specimens were carried out. The images of specimen deformation during the tests were captured by charge-coupled device (CCD) cameras. Based on the digital image correlation method (DICM), the evolution laws of nonuniform deformation and displacements around localization bands during cyclic loading were investigated. The experimental results show that, during the cyclic loading process, the nonuniform deformation continually escalates with the number of cycles increasing and fluctuates with the cyclic loading stress condition; the nonuniform deformation lags behind the variation of loading stress; and the whole nonuniform deformation experiences a slow evolution stage and a fast evolution stage. At the loading stage or unloading stage, the nonuniform deformation of rock deteriorates with the number of cycles increasing under the same stress condition. In each loading cycle, the nonuniform deformation at the unloading stage is more than that at the loading stage under the same stress condition. The time of dislocation displacements and tension displacements meets hysteresis, compared with the time of stress change. In addition, the dislocation displacements and tension displacements around localization bands in general increase with the number of cycles increasing. The displacement evolution around localization bands has the same hysteresis and accumulation laws as that of nonuniform deformation.
机译:为了探讨岩石材料在循环荷载作用下的力学响应机理,对砂岩标本进行了单轴恒振幅循环荷载试验。测试过程中样品变形的图像由电荷耦合器件(CCD)摄像机捕获。基于数字图像相关方法(DICM),研究了循环加载过程中局部化带周围局部位移和非均匀变形的演化规律。实验结果表明,在循环加载过程中,不均匀变形随着循环次数的增加而不断增大,并随着循环加载应力条件的变化而波动。非均匀变形滞后于加载应力的变化;整个非均匀变形经历了缓慢的演化阶段和快速的演化阶段。在加载或卸载阶段,岩石的不均匀变形随着在相同应力条件下循环次数的增加而恶化。在每个加载循环中,在相同应力条件下,卸载阶段的不均匀变形要大于加载阶段的不均匀变形。与应力变化的时间相比,位错位移和张力位移的时间满足滞后现象。另外,定位带周围的位错位移和张力位移通常随着循环次数的增加而增加。定位带周围的位移演化与非均匀变形具有相同的滞后和累积规律。

著录项

  • 来源
    《Advances in civil engineering》 |2019年第6期|6120435.1-6120435.12|共12页
  • 作者单位

    China Univ Min & Technol Beijing Sch Resource & Safety Engn Beijing Peoples R China|Beijing Key Lab Precise Min Intergrown Energy & R Beijing Peoples R China;

    China Univ Min & Technol Beijing Sch Resource & Safety Engn Beijing Peoples R China;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号