双滑移系单晶岩石平面应变扭折带分叉分析
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湖南农业大学人才基金


THE BIFURCATIONS ANALYSIS OF KINK BAND OF BI-SLIPPAGE CRYSTAL METAMORPHIC ROCK UNDER
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    摘要:

    变质岩中的扭折带是岩石晶体在构造应力场作用下发生晶体滑移形成的一种重要地质构造形迹,研究其形成的力学机理和构造参数对研究岩石变形、探讨地壳构造运动具有重要意义.扭折带内发生较大旋转变形,不适合用线性理论分析,因此,笔者基于大变形理论导出岩石晶体的本构方程,结合分叉理论,建立了平面应变条件下变质岩中扭折带形成分析的连续介质力学模型,得到了计算双滑移系晶体岩石扭折带倾角的方程并进行了求解,所得理论结果与已有的实验结果相吻合.

    Abstract:

    Kink band of metamorphic rock is an important geologic tectonic trace resulted from the crystal slip under the constructional stress fields. To study its formation mechanism and construction parameters is very important for exploration of tectonic movements of the earth crust. Due to the larger deformation in kinking band,the generally linear theroies are not availiable so the constitutive function of crystal plasticity in large deformaion were deduced;combined with the bifurcation theory,a continuum model of analysis on kink bands’ formation of metamorphic rocks under planar strain was established. An algebra equation for calculating angles of the kink band was deduced,morever it is solved. The results of the theoretic calculation are accordant with experimental results.

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任述光.双滑移系单晶岩石平面应变扭折带分叉分析[J].湖南农业大学学报:自然科学版,2009,35(4):446-451.

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  • 收稿日期:2009-03-05
  • 最后修改日期:2009-06-16
  • 录用日期:2009-08-20
  • 在线发布日期: 2009-10-26
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