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Chinese Academy of Sciences Institutional Repositories Grid
Dynamic statistical damage constitutive model based on the Hoek-Brown criterion at high strain rates

文献类型:期刊论文

作者Ma, Yongan1,2; Yu, Chong1,2; Li, Haibo1,2; Wang, Changjian1,2
刊名ARCHIVE OF APPLIED MECHANICS
出版日期2024-10-28
页码20
关键词Dynamic statistical damage constitutive model Hoek-Brown criterion High strain rate Weibull distribution
ISSN号0939-1533
DOI10.1007/s00419-024-02694-3
英文摘要Dynamic damage constitutes a significant factor influencing engineering safety. Constitutive models predicated on statistical distribution demonstrate a capability in accurately representing the dynamic failure process of rocks. This study employs the high-strain-rate Hoek-Brown criterion to delineate the strength characteristics of rock microelements, subsequently establishing a novel dynamic statistical damage constitutive model based on statistical damage theory. Firstly, the model's validity was corroborated using test data from different rocks (sandstone, granite, and marble) under varying confining pressure conditions. Subsequently, the influence of parameters F0 and m on the stress-strain curve was discussed. Finally, the relationships between the Hoek-Brown criterion parameters (sigma c epsilon(center dot)\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$\sigma_{{c\dot{\varepsilon }}}$$\end{document}, m epsilon(center dot)\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$m_{{\dot{\varepsilon }}}$$\end{document}) and the strain rate for different rocks were analyzed. The findings suggest that the model effectively characterizes the stress-strain relationship during the dynamic failure process.
资助项目Wuhan Science and Technology Bureau of China[2023020201010081] ; National Key R&D Program of China[2020YFA0711802] ; National Nature Science Foundation of China[U22A20239]
WOS研究方向Mechanics
语种英语
WOS记录号WOS:001344546000001
出版者SPRINGER
源URL[http://119.78.100.198/handle/2S6PX9GI/42975]  
专题中科院武汉岩土力学所
通讯作者Yu, Chong
作者单位1.Univ Chinese Acad Sci, Beijing 100049, Peoples R China
2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China
推荐引用方式
GB/T 7714
Ma, Yongan,Yu, Chong,Li, Haibo,et al. Dynamic statistical damage constitutive model based on the Hoek-Brown criterion at high strain rates[J]. ARCHIVE OF APPLIED MECHANICS,2024:20.
APA Ma, Yongan,Yu, Chong,Li, Haibo,&Wang, Changjian.(2024).Dynamic statistical damage constitutive model based on the Hoek-Brown criterion at high strain rates.ARCHIVE OF APPLIED MECHANICS,20.
MLA Ma, Yongan,et al."Dynamic statistical damage constitutive model based on the Hoek-Brown criterion at high strain rates".ARCHIVE OF APPLIED MECHANICS (2024):20.

入库方式: OAI收割

来源:武汉岩土力学研究所

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