MECHANICAL DESCRIPTION FOR GRANULAR MATERIAL EXHIBITING PARTICLE CRUSHING
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摘要: 基于粒状材料的颗粒破碎对材料剪胀特性的影响以及描述特征状态应力比的幂函数表达式,提出相应的屈服面和屈服面的表达式,并对屈服面随参数的变化规律进行分析。分析结果表明:通过选取适当的参数,屈服面能够完全回归到修正剑桥模型屈服面的形式。最后,结合适当的等向压缩条件和统一硬化参数,将屈服面应用到砂土的本构模型,能够很好地预测试验结果,合理描述砂土颗粒破碎的力学特性。Abstract: Based on the particle crushing of granular material,which affects the mechanical characteristic of stress dilatancy,and the power function used to describe the characteristic stress ratio,it is developed that the yield surface and its expression of the characteristic state.It is also analyzed the change law of the yield surface according to the value of parameters.The yield surface of characteristic state will be the same as the modified Cam-clay model when the parameter equals to a special value.Finally,combined with proper isotropic compressed conditions and unified hardening parameter,the yield surface can be applied into the constitutive model for sand,which can predict the tests results well,and describe the mechanical characteristic of sand exhibiting particle crushing reasonably.
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Key words:
- granular material /
- stress dilatancy /
- yield surface /
- particle crushing
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Yao Y P,Luo T,Sun D A,et al.A Simple 3-D Constitutive Model for Both Clay and Sand.岩土工程学报,2002,24(2):240-246 [2] 刘荫成.高玉峰,刘汉龙,等.堆石料变形与强度特性的大型三轴试验研究.岩石力学与工程学报,2003,22(7):1 104-1 111 [3] 姚仰平,路德春,周安楠,等.广义非线性强度理论及其变换应力空间.中国科学(E辑),2004,34(11):1 283-1 299 [4] Sun D A,Huang W X,Sheng D C,et al.An Elastoplastic Model for Granular Materials Exhibiting Particle Crushing.Key Engineering Materials,2007,341,1 273-1 278 [5] Yan Y P,Wang N D,Yamamato H,et al.An Eiastoplastie Model Considering Sand Crushing//International Conference of Computational Science.Heidelberg,Germany:Springer,2007,Part Ⅲ,1 146-1 150 [6] 姚仰平,侯伟,王乃东,等.土的统一硬化本构模型//第十届土力学及岩土工程学术会议论文集(上册).重庆:重庆大学出版社,2007:207-222 [7] Roscoe K H,Budand J B.On the Generalized Stress-Strain Behavior of 'Wet'Clay//Heyman J,Leckie F A.Engineering Plasticity.Cambridge,UK:Cambridge University Press,1968:535-609 [8] Yao Y P,Yamamoto H,Wang N D.Constitutive Model Considering Sand Crushing.Soils and Foundations,2008,48(4)
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