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用力矩模型解释摩擦试验加载过程中的非线性变化

THEORETIC STUDIES ON NONLINEARITY IN LOADING PROCESS OF FRICTIONAL EXPERIMENTS WITH MOMENT CONSIDERED

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【作者】 邱泽华张宝红

【Author】 Qiu Zehua,Zhang Baohong (Institute of Crustal Dynamics,China Seismological Bureau, Beijing 100085 China)

【机构】 中国地震局地壳应力研究所中国地震局地壳应力研究所 北京100085北京100085

【摘要】 应用考虑力矩的弹簧-滑块-平面模型,对摩擦试验加载过程中的非线性变化进行了分析。结果表明,当加载过程进行到一定程度时,因力矩的作用而出现的剪应力分布的调整,将造成滑动发生前的力-位移曲线的非线性变化。

【Abstract】 The nonlinearity in loading process of frictional tests is discussed by using 3D spring-rider-flat model with moment considered. Due to the moment of driving force,the normal stress on the flat does not distribute uniformly,which induces nonuniform distribution of frictional resistance by assuming friction coefficient is constant. The whole loading process actually consists of two stages. (1) Before the shear stress reaches the resistance,the rider does neither slide nor deform and the force-displacement curve is linear. (2) After the shear stress,because of the moment,reaches the resistance firstly at the end where the driving force acts,the rider deforms before it slides as a whole. The deformation of the rider will lead to redistribution of the shear stress on the flat and the nonlinear curve of force-displacement should be considered. Since no damage happens to the flat,this mechanism can repeatedly produce such nonlinear phenomenon.

【关键词】 岩石力学地震摩擦试验力矩非线性变化
【Key words】 rock mechanicsearthquakefrictional testmomentnonlinear
  • 【文献出处】 岩石力学与工程学报 ,Chinese Journal of Rock Mechanics and Engineering , 编辑部邮箱 ,2004年02期
  • 【分类号】TU458
  • 【被引频次】3
  • 【下载频次】66
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