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Discontinuous deformation and displacement analysis: From continuous to discontinuous

机译:不连续变形和位移分析:从连续到不连续

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摘要

A discontinuous deformation and displacement (DDD) analysis method is proposed for modellingrnthe rock failure process. This method combines the rock failure process analysis (RFPA) method (basedrnon finite element method) and discontinuous deformation analysis (DDA) method. RFPA is used to simulaterncrack initiation, propagation and coalescence processes of rock during the small deformation state. The DDArnmethod is used to simulate the movement of blocks created by the multiple cracks modelled by the RFPA.rnThe newly developed DDD method is particularly suitable for modelling both crack propagation and blockrnmovement during the rock failure process because of the natural and convenient coupling of continuous anddiscontinuousrndeformation analyses. The proposed method has been used to simulate crack initiation, propagationrnand coalescence within a slope as well as the block movement during the landslide process. Numericalrnmodelling results indicate that the proposed DDD method can automatically simulate crack propagation andrnblock movement during the rock failure process without degrading accuracy.
机译:提出了一种用于岩石破坏过程建模的非连续变形与位移分析方法。该方法结合了岩石破坏过程分析(RFPA)方法(基于非有限元方法)和不连续变形分析(DDA)方法。 RFPA用于模拟小变形状态下岩石的裂纹萌生,传播和合并过程。 DDArn方法用于模拟由RFPA建模的多个裂缝产生的块体的运动。新开发的DDD方法由于连续和不连续变形的自然而便捷的耦合而特别适用于对岩石破裂过程中的裂纹扩展和块体运动进行建模。分析。所提出的方法已被用于模拟在斜坡中裂缝的萌生,扩展和合并以及滑坡过程中的块体运动。数值模拟结果表明,所提出的DDD方法可以自动模拟岩石破坏过程中的裂纹扩展和块体运动,而不会降低精度。

著录项

  • 来源
  • 会议地点 Wuhan(CN)
  • 作者单位

    State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, China;

    State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, China;

    State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, China;

    Dalian Mechsoft Co., Ltd., Dalian, China;

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  • 正文语种 eng
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