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李舰, 蔡国庆, 尹振宇. 适用于弹黏塑性本构模型的修正切面算法[J]. 岩土工程学报, 2020, 42(2): 253-259. DOI: 10.11779/CJGE202002006
引用本文: 李舰, 蔡国庆, 尹振宇. 适用于弹黏塑性本构模型的修正切面算法[J]. 岩土工程学报, 2020, 42(2): 253-259. DOI: 10.11779/CJGE202002006
LI Jian, CAI Guo-qing, YIN Zhen-yu. Modified cutting-plane integration scheme for elasto-viscoplastic models[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(2): 253-259. DOI: 10.11779/CJGE202002006
Citation: LI Jian, CAI Guo-qing, YIN Zhen-yu. Modified cutting-plane integration scheme for elasto-viscoplastic models[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(2): 253-259. DOI: 10.11779/CJGE202002006

适用于弹黏塑性本构模型的修正切面算法

Modified cutting-plane integration scheme for elasto-viscoplastic models

  • 摘要: 针对弹黏塑性本构模型将原始切面算法进行了修正。该弹黏塑性本构模型结合了修正剑桥模型和过应力理论。首先对弹黏塑性本构模型的应力-应变关系式进行了调整,基于过应力理论给出了动态加载面硬化参数的演化方程。其次,利用切面算法对整理后应力-应变关系式进行了数值实现。在弹性试算过程中,该算法假设黏塑性应变率为常数,以此确保时间增量引起的当前应力点与动态加载面间的偏离。在塑性修正过程中,对动态加载面函数进行泰勒级数展开,依此获得黏塑性应变率增量。再次,提出了一种自动分步方法,有效地稳定了大应变步情况下算法的计算精度和收敛性。最后,对变应变率的固结试验和三轴剪切不排水试验进行了模拟,分析了修正切面算法的计算能力。

     

    Abstract: The elasto-viscoplastic model can be regarded as a combination of the modified Cam-clay model and the overstress theory. Firstly, the stress-strain formulas for the model are rearranged, in which an evolution equation for the hardening parameter of dynamic loading surface is deduced based on the overstress theory. Secondly, the rearranged stress-strain formulas are numerically implemented by the cutting-plane integration scheme. In an elastic prediction process, the viscoplastic strain rate is assumed to be constant, which guarantees the deviation of the current stress state from dynamic loading surface due to time increments. In a plastic corrector process, a Taylor series approximation of the dynamic loading function is used to obtain the increment of viscoplastic multiplier rate. Thirdly, an adaptive substepping method is proposed to maintain the accuracy and convergence of the proposed algorithm at a large loading step. Finally, the performances of the modified cutting-plane algorithm are analyzed by the calculated results of step-changed oedometer tests and undrained triaxial tests.

     

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