Exploration of continuous rheological model for rock under uniaxial compression based on phenomenological damage theory

The analysis of rock damage under the thermodynamic framework is a research method in continuum damage mechanics. In this method, the coupling relationship between energy and damage is proposed to establish the damage constitutive model of rock from the perspective of phenomenological damage theory....

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Main Authors: Tianbai Zhou, Yueping Qin, Qiufeng Ma
Format: Article
Language:English
Published: AIP Publishing LLC 2020-10-01
Series:AIP Advances
Online Access:http://dx.doi.org/10.1063/5.0026650
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spelling doaj-596a4ff3bc544d559f98e0c7939bd56f2020-11-25T03:36:55ZengAIP Publishing LLCAIP Advances2158-32262020-10-011010105218105218-1310.1063/5.0026650Exploration of continuous rheological model for rock under uniaxial compression based on phenomenological damage theoryTianbai Zhou0Yueping Qin1Qiufeng Ma2School of Emergency Management and Safety Engineering, China University of Mining and Technology, Beijing 100083, ChinaSchool of Emergency Management and Safety Engineering, China University of Mining and Technology, Beijing 100083, ChinaSchool of Emergency Management and Safety Engineering, China University of Mining and Technology, Beijing 100083, ChinaThe analysis of rock damage under the thermodynamic framework is a research method in continuum damage mechanics. In this method, the coupling relationship between energy and damage is proposed to establish the damage constitutive model of rock from the perspective of phenomenological damage theory. Based on this idea, under the constraint of the law of energy conservation, the evolution process of the damage variable of rock under external load is deduced. Based on the quasi-static damage model, the dynamic damage hypothesis combined with damage driving force theory is proposed to establish a continuous rheological model. The creep processes under uniaxial compression of Shanqing coal and sandstone are simulated, and the long-term strength can be predicted by the proposed model. Finally, the simulation of stress relaxation behavior is also explored in this work. The comparison results show that the proposed model could describe the time-varying behavior of rock under uniaxial compression.http://dx.doi.org/10.1063/5.0026650
collection DOAJ
language English
format Article
sources DOAJ
author Tianbai Zhou
Yueping Qin
Qiufeng Ma
spellingShingle Tianbai Zhou
Yueping Qin
Qiufeng Ma
Exploration of continuous rheological model for rock under uniaxial compression based on phenomenological damage theory
AIP Advances
author_facet Tianbai Zhou
Yueping Qin
Qiufeng Ma
author_sort Tianbai Zhou
title Exploration of continuous rheological model for rock under uniaxial compression based on phenomenological damage theory
title_short Exploration of continuous rheological model for rock under uniaxial compression based on phenomenological damage theory
title_full Exploration of continuous rheological model for rock under uniaxial compression based on phenomenological damage theory
title_fullStr Exploration of continuous rheological model for rock under uniaxial compression based on phenomenological damage theory
title_full_unstemmed Exploration of continuous rheological model for rock under uniaxial compression based on phenomenological damage theory
title_sort exploration of continuous rheological model for rock under uniaxial compression based on phenomenological damage theory
publisher AIP Publishing LLC
series AIP Advances
issn 2158-3226
publishDate 2020-10-01
description The analysis of rock damage under the thermodynamic framework is a research method in continuum damage mechanics. In this method, the coupling relationship between energy and damage is proposed to establish the damage constitutive model of rock from the perspective of phenomenological damage theory. Based on this idea, under the constraint of the law of energy conservation, the evolution process of the damage variable of rock under external load is deduced. Based on the quasi-static damage model, the dynamic damage hypothesis combined with damage driving force theory is proposed to establish a continuous rheological model. The creep processes under uniaxial compression of Shanqing coal and sandstone are simulated, and the long-term strength can be predicted by the proposed model. Finally, the simulation of stress relaxation behavior is also explored in this work. The comparison results show that the proposed model could describe the time-varying behavior of rock under uniaxial compression.
url http://dx.doi.org/10.1063/5.0026650
work_keys_str_mv AT tianbaizhou explorationofcontinuousrheologicalmodelforrockunderuniaxialcompressionbasedonphenomenologicaldamagetheory
AT yuepingqin explorationofcontinuousrheologicalmodelforrockunderuniaxialcompressionbasedonphenomenologicaldamagetheory
AT qiufengma explorationofcontinuousrheologicalmodelforrockunderuniaxialcompressionbasedonphenomenologicaldamagetheory
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