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岩石应力–应变滞后现象的定量研究

QUANTITATIVE STUDY ON STRESS-STRAIN HYSTERETIC BEHAVIORS IN ROCKS

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【作者】 陈运平王思敬王恩志

【Author】 CHEN Yunping1,2,WANG Sijing1,WANG Enzhi1 (1. State Key Laboratory of Hydroscience and Hydraulic Engineering,Tsinghua University,Beijing 100084,China; 2. Computational Geosciences Research Center,Central South University,Changsha,Hunan 410083,China)

【机构】 清华大学水沙科学与水利水电工程国家重点实验室清华大学水沙科学与水利水电工程国家重点实验室 北京100084中南大学地学与环境工程学院计算地球科学研究中心湖南长沙410083北京100084

【摘要】 从应力–应变滞后回线"X"形的切线模量出发,探讨岩石滞后的定量描述。高应力作用下岩石的应力–应变滞后回线的形状是尖叶状的,反映在正弦波应力作用下应变的相位在加、卸载反转点处发生改变;滞后回线的切线模量和泊松比呈不对称的"X"形,且在加、卸载反转点处是不连续的。这种岩石在应力–应变图中出现的滞后回线是由于循环荷载时应力和应变的相位不同步造成的。理论计算和实验结果表明,岩石应力–应变滞后回线切线模量"X"形切线模量的夹角θ′与岩石的耗散角有确定性关系,θ′同样也反映岩石的滞后程度,它与岩石的耗散角在衡量岩石的滞后方面具有同等价值。

【Abstract】 Hysteresis loop of rock subjected to cyclic loading is the phenomenon of nonclassical nonlinearity. The purpose of this paper is to discuss the quantitative expression of hysteretic behaviors in rocks by introducing a measurement of X-shaped tangent modulus of stress-strain hysteresis loop. The stress-strain hysteresis loop is cusped,which is the consequence of phase change of strain at the reverse point of loading and unloading under the applied external sinusoidal force. Tangent modulus and tangent Poisson′s ratio are in asymmetrical X-shaped as the function of axial strain under cyclic loading,and they both are discontinuous at the reverse point of loading and unloading. Hysteresis observed in rock′s stress-strain diagram under cyclic loading condition is the consequence of phase difference between the stress and its correspondent strain. Theoretical calculation,based on the above observed fact and a series of uniaxial stress cycling measurements for sandstone and marble,demonstrates the deterministic relationship between inclination of X-shaped tangent modulus of hysteresis loopθ′ and its dissipation angle. Inclination of X-shaped tangent modulus of hysteresis loop θ ′ can be used to reflect nonlinear stress-strain hysteretic degree in rock and rock-like materials.

【基金】 国家自然科学基金资助项目(40172084);中国科学院岩土力学与工程重点实验室开放研究基金资助项目(Z110510)
  • 【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 ,2007年S2期
  • 【分类号】TU452
  • 【被引频次】18
  • 【下载频次】452
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