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姚仰平, 何冠, 崔文杰. 基于间接热力学方法的变换应力方法推导[J]. 岩土工程学报. DOI: 10.11779/CJGE20230332
引用本文: 姚仰平, 何冠, 崔文杰. 基于间接热力学方法的变换应力方法推导[J]. 岩土工程学报. DOI: 10.11779/CJGE20230332
Derivation of transformed stress method based on indirect thermodynamic method[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20230332
Citation: Derivation of transformed stress method based on indirect thermodynamic method[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20230332

基于间接热力学方法的变换应力方法推导

Derivation of transformed stress method based on indirect thermodynamic method

  • 摘要: 金属等没有剪胀性的连续材料在根据试验结果建立屈服函数后,可以由Drucker公设及其相关联流动法则推论直接唯一地确定出与屈服函数一致的塑性势函数。但大量试验结果与理论分析都表明Drucker公设对于土材料这种有剪胀性的颗粒材料并不适用,所以更具普适性的热力学成了正确描述土材料塑性流动方向的必要条件。然而塑性流动方向无法只由热力学这一描述材料特性的必要条件唯一地确定,因此便出现了先由试验确定屈服面与塑性流动方向再对其进行热力学验证的间接热力学方法。此外,由于土材料在三维应力空间中不同洛德角对应子午面上的应力应变规律并不一致,因此一般会通过三维化方法来描述土材料在三维应力空间中的力学特性。三维化方法会使得不同子午面上的屈服面与塑性流动方向与三轴压缩状态下所建立的本构模型有所不同,导致三维化后的本构模型是否符合热力学原理成为新的问题。所以本文利用间接热力学方法推导了符合热力学原理的三维化方法,并通过构建变换应力空间将其整理为更有实用性的变换应力方法。

     

    Abstract: The unique plastic potential function consistent with the yield function can be directly determined by Drucker’s postulate and its associated flow law deduction after the yield function was established for continuous materials without dilatancy, such as metals. However, a large number of test results and theoretical analysis show that Drucker’s postulate is not applicable to soils, which is a type of granular material with dilatancy, then the more universal thermodynamics was selected as a new necessary condition for correctly describing the plastic flow direction of soils. Nevertheless, the plastic flow direction cannot be determined solely by thermodynamics, which is only a necessary condition to describe the properties of materials. Therefore, the indirect thermodynamic method is developed in which the yield surface and the plastic flow direction are firstly determined with tests and then verified by thermodynamics. In addition, since the stress-strain relationships on the meridional planes corresponding to different Lode angles in the three-dimensional stress space of soils are not consistent to each other, the generalization methods are generally used to describe such mechanical characteristics of soils. Meanwhile, the generalized yield surface and plastic flow direction on different meridional planes will be different from those in the constitutive models established under triaxial compression state, so whether the generalized constitutive model conforms to the thermodynamic becomes a new problem. Therefore, the indirect thermodynamic method is used to derive a generalization method conforming to the principle of thermodynamics, which is then organized into a more practical transformed stress method by constructing the transformation stress space.

     

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