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Research and application of nonlinear elastic–hardening interfacial constitutive model in disturbed belt

机译:扰动带非线性弹性硬化界面本构模型的研究与应用

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摘要

The geological structure of disturbed belt is considered as a ‘sandwich biscuit’ which contactsnupper and lower interfaces and clamps weak belts in the interlayer. Based on the law of field tests,nthe nonlinear elastic–hardening contact constitutive model is built. By means of the FISHnlanguage of FLAC3D, which can study and judge elements automatically, the calculationnparameters of shear stiffness and friction angle can be dynamically regulated. According to thenfield test results, Ks and w can be regression inversion analysed using neural network. Byncomparing numerical analysis with the field test results, it is concluded that the model can betternreflect the mechanical properties of the interface.
机译:扰动带的地质结构被认为是“夹心饼干”,它与上下界面接触并夹住中间层中的弱带。根据现场试验定律,建立了非线性弹性硬化接触本构模型。借助FLAC3D的FISH语言,可以自动学习和判断元素,可以动态调节剪切刚度和摩擦角的计算参数。根据现场测试结果,可以使用神经网络对Ks和w进行回归反演分析。通过将数值分析与现场测试结果进行比较,得出该模型可以更好地反映界面的力学性能。

著录项

  • 来源
    《Materials Research Innovations》 |2011年第s1期|p.605-608|共4页
  • 作者

    C. Y. Jin* and X. T. Feng;

  • 作者单位

    1nSchool of Resources and Civil Engineering, Northeastern University,nNo. 11, Lane 3, WenHua Road, HePing District, Shenyang, Chinan2nState Key Laboratory of Geomechanics and Geotechnical Engineering,nInstitute of Rock and Soil Mechanics, Chinese Academy of Sciences.nXiaohongshan no. 2, Wuhan, China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);美国《生物学医学文摘》(MEDLINE);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Geotechnical mechanics, Disturbed belt, Nonlinear elastic, Hardening element;

    机译:岩土力学;扰动带;非线性弹性;硬化元件;

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