Coupled Elastic–Plastic Damage Modeling of Rock Based on Irreversible Thermodynamics

Shale is a common rock in oil and gas extraction, and the study of its nonlinear mechanical behavior is crucial for the development of engineering techniques such as hydraulic fracturing. This paper establishes a new coupled elastic–plastic damage model based on the second law of thermodynamics, the...

Full description

Saved in:
Bibliographic Details
Main Authors: Xin Jin, Yufei Ding, Keke Qiao, Jiamin Wang, Cheng Fang, Ruihan Hu
Format: Article
Language:English
Published: MDPI AG 2024-11-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/14/23/10923
Tags: Add Tag
No Tags, Be the first to tag this record!
_version_ 1846124525057474560
author Xin Jin
Yufei Ding
Keke Qiao
Jiamin Wang
Cheng Fang
Ruihan Hu
author_facet Xin Jin
Yufei Ding
Keke Qiao
Jiamin Wang
Cheng Fang
Ruihan Hu
author_sort Xin Jin
collection DOAJ
description Shale is a common rock in oil and gas extraction, and the study of its nonlinear mechanical behavior is crucial for the development of engineering techniques such as hydraulic fracturing. This paper establishes a new coupled elastic–plastic damage model based on the second law of thermodynamics, the strain equivalence principle, the non-associated flow rule, and the Drucker–Prager yield criterion. This model is used to describe the mechanical behavior of shale before and after peak strength and has been implemented in ABAQUS via UMAT for numerical computation. The model comprehensively considers the quasi-brittle and anisotropic characteristics of shale, as well as the strength degradation caused by damage during both the elastic and plastic phases. A damage yield function has been established as a criterion for damage occurrence, and the constitutive integration algorithm has been derived using a regression mapping algorithm. Compared with experimental data from La Biche shale in Canada, the theoretical model accurately simulated the stress–strain curves and volumetric–axial strain curves of shale under confining pressures of 5 MPa, 25 MPa, and 50 MPa. When compared with experimental data from shale in Western Hubei and Eastern Chongqing, China, the model precisely fitted the stress–strain curves of shale at pressures of 30 MPa, 50 MPa, and 70 MPa, and at bedding angles of 0°, 22.5°, 45°, and 90°. This proves that the model can effectively predict the failure behavior of shale under different confining pressures and bedding angles. Additionally, a sensitivity analysis has been performed on parameters such as the plastic hardening rate <i>b</i>, damage evolution rate <i>B</i><sub>ω</sub>, weighting factor <i>r</i>, and damage softening parameter <i>a</i>. This research is expected to provide theoretical support for the efficient extraction technologies of shale oil and gas.
format Article
id doaj-art-9b8d90d3e720499fa566676046ce1586
institution Kabale University
issn 2076-3417
language English
publishDate 2024-11-01
publisher MDPI AG
record_format Article
series Applied Sciences
spelling doaj-art-9b8d90d3e720499fa566676046ce15862024-12-13T16:22:11ZengMDPI AGApplied Sciences2076-34172024-11-0114231092310.3390/app142310923Coupled Elastic–Plastic Damage Modeling of Rock Based on Irreversible ThermodynamicsXin Jin0Yufei Ding1Keke Qiao2Jiamin Wang3Cheng Fang4Ruihan Hu5State Key Laboratory for Tunnel Engineering, China University of Mining and Technology (Beijing), Beijing 100083, ChinaSchool of Mechanics and Civil Engineering, China University of Mining and Technology (Beijing), Beijing 100083, ChinaSchool of Mechanics and Civil Engineering, China University of Mining and Technology (Beijing), Beijing 100083, ChinaAcademy of Deep Earth Sciences, Chinese Institute of Coal Science, Beijing 100013, ChinaState Key Laboratory for Tunnel Engineering, China University of Mining and Technology (Beijing), Beijing 100083, ChinaSchool of Aerospace Engineering, Xi’an Jiaotong University, Xi’an 710049, ChinaShale is a common rock in oil and gas extraction, and the study of its nonlinear mechanical behavior is crucial for the development of engineering techniques such as hydraulic fracturing. This paper establishes a new coupled elastic–plastic damage model based on the second law of thermodynamics, the strain equivalence principle, the non-associated flow rule, and the Drucker–Prager yield criterion. This model is used to describe the mechanical behavior of shale before and after peak strength and has been implemented in ABAQUS via UMAT for numerical computation. The model comprehensively considers the quasi-brittle and anisotropic characteristics of shale, as well as the strength degradation caused by damage during both the elastic and plastic phases. A damage yield function has been established as a criterion for damage occurrence, and the constitutive integration algorithm has been derived using a regression mapping algorithm. Compared with experimental data from La Biche shale in Canada, the theoretical model accurately simulated the stress–strain curves and volumetric–axial strain curves of shale under confining pressures of 5 MPa, 25 MPa, and 50 MPa. When compared with experimental data from shale in Western Hubei and Eastern Chongqing, China, the model precisely fitted the stress–strain curves of shale at pressures of 30 MPa, 50 MPa, and 70 MPa, and at bedding angles of 0°, 22.5°, 45°, and 90°. This proves that the model can effectively predict the failure behavior of shale under different confining pressures and bedding angles. Additionally, a sensitivity analysis has been performed on parameters such as the plastic hardening rate <i>b</i>, damage evolution rate <i>B</i><sub>ω</sub>, weighting factor <i>r</i>, and damage softening parameter <i>a</i>. This research is expected to provide theoretical support for the efficient extraction technologies of shale oil and gas.https://www.mdpi.com/2076-3417/14/23/10923shaleirreversible thermodynamicsdamage constitutive modelelastic–plasticnumerical simulation
spellingShingle Xin Jin
Yufei Ding
Keke Qiao
Jiamin Wang
Cheng Fang
Ruihan Hu
Coupled Elastic–Plastic Damage Modeling of Rock Based on Irreversible Thermodynamics
Applied Sciences
shale
irreversible thermodynamics
damage constitutive model
elastic–plastic
numerical simulation
title Coupled Elastic–Plastic Damage Modeling of Rock Based on Irreversible Thermodynamics
title_full Coupled Elastic–Plastic Damage Modeling of Rock Based on Irreversible Thermodynamics
title_fullStr Coupled Elastic–Plastic Damage Modeling of Rock Based on Irreversible Thermodynamics
title_full_unstemmed Coupled Elastic–Plastic Damage Modeling of Rock Based on Irreversible Thermodynamics
title_short Coupled Elastic–Plastic Damage Modeling of Rock Based on Irreversible Thermodynamics
title_sort coupled elastic plastic damage modeling of rock based on irreversible thermodynamics
topic shale
irreversible thermodynamics
damage constitutive model
elastic–plastic
numerical simulation
url https://www.mdpi.com/2076-3417/14/23/10923
work_keys_str_mv AT xinjin coupledelasticplasticdamagemodelingofrockbasedonirreversiblethermodynamics
AT yufeiding coupledelasticplasticdamagemodelingofrockbasedonirreversiblethermodynamics
AT kekeqiao coupledelasticplasticdamagemodelingofrockbasedonirreversiblethermodynamics
AT jiaminwang coupledelasticplasticdamagemodelingofrockbasedonirreversiblethermodynamics
AT chengfang coupledelasticplasticdamagemodelingofrockbasedonirreversiblethermodynamics
AT ruihanhu coupledelasticplasticdamagemodelingofrockbasedonirreversiblethermodynamics