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
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| 刊名 | ARCHIVE OF APPLIED MECHANICS
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| 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 |
| DOI | 10.1007/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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