中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Full-stage creep model for deeply buried soft rock based on fractional order differential and Perzyna overstress function

文献类型:期刊论文

作者Yang, Liu; Zhou, Hui; Liu, Rongfei; Yang, Fanjie; Zhang, Chuanqing; Liu, Wenbo; Iqbal, Sayed Muhammad
刊名MECHANICS OF TIME-DEPENDENT MATERIALS
出版日期2023-06-01
卷号27期号:2页码:321
关键词Deeply buried soft rock Stable creep Fractional order differential Fractional exponent Accelerated creep Perzyna overstress function
ISSN号1385-2000
英文摘要Aiming at the problem that conventional rock creep constitutive models are unable to precisely describe the mechanical characteristics of the entire creep growth process, this paper proposes an FBNVP model (the fractional order differential Burgers model and the nonlinear viscoplastic model in series) that is capable of fully characterizing the creep features of deeply buried soft rocks. The fractional order differential theory is utilized to enhance the viscous element's ability to accurately depict the nonlinear growth process during the stable creep stage. The nonlinear viscoplastic element is constructed based on exponential equation to precisely describe the accelerated growth process of creep stage III. The three-dimensional constitutive equations of the model under viscoplastic conditions are accurately expressed using the Perzyna overstress function. The model is validated using indoor uniaxial and triaxial creep tests on the chlorite schist of Jinping II hydropower station. The results confirm the accuracy of both the one-dimensional and three-dimensional analytical solutions of the model, demonstrating its ability to accurately describe deeply buried soft rocks' creep characteristics and having less parameters, clear physical meaning, and wide applicability compared to conventional models. These findings provide reliable theoretical support for the creep analysis of deeply buried soft rocks.
学科主题Mechanics ; Materials Science
语种英语
WOS记录号WOS:001007630000001
出版者SPRINGER
源URL[http://119.78.100.198/handle/2S6PX9GI/34710]  
专题中科院武汉岩土力学所
作者单位Chinese Academy of Sciences; Wuhan Institute of Rock & Soil Mechanics, CAS
推荐引用方式
GB/T 7714
Yang, Liu,Zhou, Hui,Liu, Rongfei,et al. Full-stage creep model for deeply buried soft rock based on fractional order differential and Perzyna overstress function[J]. MECHANICS OF TIME-DEPENDENT MATERIALS,2023,27(2):321.
APA Yang, Liu.,Zhou, Hui.,Liu, Rongfei.,Yang, Fanjie.,Zhang, Chuanqing.,...&Iqbal, Sayed Muhammad.(2023).Full-stage creep model for deeply buried soft rock based on fractional order differential and Perzyna overstress function.MECHANICS OF TIME-DEPENDENT MATERIALS,27(2),321.
MLA Yang, Liu,et al."Full-stage creep model for deeply buried soft rock based on fractional order differential and Perzyna overstress function".MECHANICS OF TIME-DEPENDENT MATERIALS 27.2(2023):321.

入库方式: OAI收割

来源:武汉岩土力学研究所

浏览0
下载0
收藏0
其他版本

除非特别说明,本系统中所有内容都受版权保护,并保留所有权利。