带张力截止的Hoek-Brown模型的返回映射方案

Tereza Žalská, M. Šejnoha
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引用次数: 0

摘要

本文重新讨论了由朗肯类型的拉截止破坏准则增强的Hoek-Brown塑性模型的应力更新过程。极限拉应力不仅支持抗拉强度极低的弱岩体的行为,而且与原始Hoek-Brown模型相结合,提高了应力更新过程(即应力返回映射算法)的鲁棒性。在这里,主要的焦点是应力返回从一个空间的不可接受的试验应力,无论是虎克-布朗屈服面及其导数都不能评估。在单表面和多表面塑性的框架下,对所有可能的情况进行了深入的讨论。利用Geo5有限元软件对所提出的程序进行了实现和验证。
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Return mapping scheme for the Hoek-Brown model with tension cut-off
The present paper revisits a stress update procedure for the Hoek-Brown plasticity model enhanced by a Rankine type of tension cut-off failure criterion. Limiting tensile stresses not only supports the behavior of weak rock masses with a very low tensile strength but in combination with the original Hoek-Brown model improves robustness of the stress update procedure, i.e. the stress return mapping algorithm. Herein, the primary focus is on the stress return from a space of inadmissible trial stresses for which neither the Hoek-Brown yield surface nor its derivative can be evaluated. All potential scenarios are thoroughly discussed both in the framework of single- and multi-surface plasticity. The presented procedures were implemented and verified with the help of the Geo5 FEM software.
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