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Time-dependent Degradation of Material Properties and Associated Creep Behavior in Heterogeneous Rocks

机译:非均质岩石随时间变化的物质特性和相关的蠕变行为

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摘要

A numerical model based on time-dependent degradation law was applied in the paper to simulate the time-dependent damage and deformation of rock materials under constant stress levels. An empirical relation between degradation of material properties and applied stress is used to simulate the mechanical behavior of each element of finite element model. The time-dependent degradation law of material is used at the scale of each element to simulate its damage. In modeling, an element is damaged by decreasing its Young’s modulus or strength to simulate the effect of local damage at microscopic scales. Elastic interactions between elements and heterogeneity of material properties lead to the emergence of a complex macroscopic behavior. In particular, the primary and tertiary creep regimes associated respectively with a degradation and increase of the rate of strain, damage event and energy release were observed in the simulations. Damage localization emerges at the transition between primary and tertiary creep, when damage rate starts accelerating. This model can reproduce the three creep regimes and associated damage evolution of rock, which is of great help to investigate time-dependent instability failure mechanisms of rock mass and to prevent associated rock hazards in rock engineering.
机译:本文采用基于时变退化规律的数值模型,模拟了在恒定应力水平下岩石材料随时间的破坏和变形。材料性能退化和施加应力之间的经验关系用于模拟有限元模型中每个元素的机械行为。随时间变化的材料降解定律用于每个元素的比例,以模拟其损坏。在建模中,通过降低其杨氏模量或强度来模拟微观尺度上局部损坏的效果,从而损坏了一个元素。元素之间的弹性相互作用和材料特性的异质性导致出现了复杂的宏观行为。特别地,在模拟中观察到分别与应变率的降低和增加,损伤事件和能量释放相关的主要和第三级蠕变状态。当损伤率开始加速时,损伤局部化出现在一次蠕变和三次蠕变之间。该模型可以再现岩石的三种蠕变状态和相关的损伤演化,这对于研究随时间变化的岩体失稳破坏机理以及防止岩石工程中的相关岩石危害具有很大的帮助。

著录项

  • 来源
    《Sinorock 2009》|2009年|p.1-5|共5页
  • 会议地点 Hong Kong(CN);Hong Kong(CN);Hong Kong(CN)
  • 作者

    T.Xu; C.A.Tang; L.C.Li; J.Zhao;

  • 作者单位

    Center for Material Failure Modeling Research, Dalian University, Dalian 116622, P.R. China;

    School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian 116024, P.R. China;

    School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian 116024, P.R. China;

    Ecole Polytechnique Fédérale de Lausanne (EPFL), Rock Mechanics Laboratory, CH-1015 Lausanne, Switzerland;

  • 会议组织
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 岩石(岩体)力学及岩石测试;
  • 关键词

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