简化广义位势理论弹塑性模型的开发和验证

    Development and verification of simplified generalized-potential theory-based elastoplastic model

    • 摘要: 为便于实际工程设计中数值计算的应用与验证,本文将简化广义位势理论弹塑性模型集成到大型数值分析软件中,并通过六维应力应变空间开展计算分析和进行三轴试验验证。先基于广义位势理论的 \sigma _1\text-\sigma _3 二重势面模型和p-q二重势面模型,借助VC软件编程构建相应的DLL模型库文件。再通过FLAC3D建立实际工程分析对象,并调用所开发的模型库文件进行六维应力应变计算分析。最后,利用三轴试验结果验证所开发模型的科学性与准确性,为简化广义位势理论弹塑性模型的应用提供基础支撑。

       

      Abstract: In order to facilitate the application and verification of numerical calculation in practical engineering design, a simplified generalized potential theory elastic-plastic model is integrated into the large-scale numerical analysis software, and the calculation analysis and triaxial test verification are carried out in a six-dimensional stress-strain space. Firstly, based on the \sigma _1\text-\sigma _3 potential surface model and p-q potential surface model of the generalized potential theory, the corresponding dynamic link library (DLL) model library files are constructed by means of VC software programming. A practical engineering analysis object is established by FLAC3D, and the six-dimensional stress and strain calculation and analysis are carried out by calling the developed model library file. Finally, the accuracy of the developed model is verified by the triaxial test results, which provides a basic support for the application of the simplified elastic-plastic model of the generalized potential theory.

       

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