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Calibration and validation of a sand model considering the effects of wave-induced principal stress axes rotation

机译:考虑波浪引起的主应力轴旋转的砂模型的校准和验证

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摘要

Principal stress axes rotation influences the stress-strain behavior of sand under wave loading. A constitutive model for sand, which considers principal stress orientation and is based on generalized plasticity theory, is proposed. The new model, which employs stress invariants and a discrete memory factor during reloading, is original because it quantifies model parameters using experimental data. Four sets of hollow torsion experiments were conducted to calibrate the parameters and predict the capability of the proposed model, which describes the effects of principal stress orientation on the behavior of sand. The results prove the effectiveness of the proposed calibration method.
机译:主应力轴的旋转会影响波浪载荷下砂土的应力应变行为。提出了一种基于广义塑性理论的砂土本构模型,该模型考虑了主应力方向。新模型在重新加载过程中采用了应力不变性和离散存储因子,它是原始模型,因为它使用实验数据对模型参数进行了量化。进行了四组空心扭转实验,以校准参数并预测所提出模型的能力,该模型描述了主应力取向对砂土行为的影响。结果证明了所提出的校准方法的有效性。

著录项

  • 来源
    《海洋学报(英文版)》 |2015年第7期|105-115|共11页
  • 作者单位

    State Key Laboratory of Coastal and 0ffshore Engineering, Dalian University of Technology, Dalian 116024, China;

    State Key Laboratory of Coastal and 0ffshore Engineering, Dalian University of Technology, Dalian 116024, China;

    General Research Institute of China National 0ffshore 0il Corporation, Beijing 100010, China;

    Faculty of Science and Technology, Federation University Australia, Victoria 3350, Australia;

  • 收录信息 中国科学引文数据库(CSCD);
  • 原文格式 PDF
  • 正文语种 eng
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  • 入库时间 2022-08-19 03:57:53
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