准脆性岩断裂和断层滑移的统一非线性屈服准则

IF 4.4 2区 工程技术 Q1 MECHANICS
Tao You , Lun-Yang Zhao
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引用次数: 0

摘要

为了更好地描述准脆性岩石的多尺度断裂行为,我们开发了微机械损伤模型。虽然已在不同应力空间对拉伸和压缩条件下的屈服准则进行了仔细研究,但该准则未能捕捉到从拉伸断裂到剪切断裂的平稳过渡,并高估了岩石的抗拉强度。本文介绍了一种基于应力相关断裂能参数的统一非线性屈服准则。特别是,中间主应力的影响被囊括在内。然后,根据详细的参数校准程序,在主应力空间内验证了所提出的屈服准则。随后,通过与北山花岗岩、Lac du Bonnect 花岗岩、卡拉拉大理石和贝里亚砂岩相对应的四个验证实例,展示了所提出的屈服准则对准脆性岩石的渐进破坏、压缩-剪切断裂转换扩展和断层滑移的理想预测能力。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A unified nonlinear yield criterion for fracture and fault slip in quasi-brittle rocks

The micromechanical damage model has been developed to better describe multiscale fracture behavior in quasi-brittle rocks. While the deduced yield criterion under tension and compression has been carefully investigated in different stress spaces, it fails to capture a smooth transition from extension to shear fracture and overestimates the tensile strength of the rock. This paper introduces a unified nonlinear yield criterion based on a stress-dependent fracture energy parameter. In particular, the effect of the intermediate principal stress is encapsulated. The proposed yield criterion is then validated in the principal stress space based on a detailed parameter calibration procedure. Subsequently, four verification examples corresponding to Beishan granite, Lac du Bonnect granite, Carrara marble and Berea sandstone are carried out to show a desirable predictive capacity of the proposed yield criterion on progressive failure, extension to compressive-shear fracture transition and fault slip in quasi-brittle rocks.

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来源期刊
CiteScore
7.00
自引率
7.30%
发文量
275
审稿时长
48 days
期刊介绍: The European Journal of Mechanics endash; A/Solids continues to publish articles in English in all areas of Solid Mechanics from the physical and mathematical basis to materials engineering, technological applications and methods of modern computational mechanics, both pure and applied research.
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