Statistical damage constitutive model based on self‐consistent Eshelby method for natural gas hydrate sediments

Abstract Natural gas hydrate (NGH) is widely distributed in marine sediments and continental permafrost, which is a promising energy resource. The sustainable and safe exploration and production of NGH requires fully understanding of its mechanical behaviors, which is still a challenge to our commun...

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Published in:Energy Science & Engineering
Main Authors: Wang, Feifei, Wang, Zizhen, Zhang, Di, Wang, Zhenqing
Other Authors: National Natural Science Foundation of China
Format: Article in Journal/Newspaper
Language:English
Published: Wiley 2021
Subjects:
Online Access:http://dx.doi.org/10.1002/ese3.968
https://onlinelibrary.wiley.com/doi/pdf/10.1002/ese3.968
https://onlinelibrary.wiley.com/doi/full-xml/10.1002/ese3.968
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spelling crwiley:10.1002/ese3.968 2024-06-02T08:13:06+00:00 Statistical damage constitutive model based on self‐consistent Eshelby method for natural gas hydrate sediments Wang, Feifei Wang, Zizhen Zhang, Di Wang, Zhenqing National Natural Science Foundation of China 2021 http://dx.doi.org/10.1002/ese3.968 https://onlinelibrary.wiley.com/doi/pdf/10.1002/ese3.968 https://onlinelibrary.wiley.com/doi/full-xml/10.1002/ese3.968 en eng Wiley http://creativecommons.org/licenses/by/4.0/ Energy Science & Engineering volume 9, issue 11, page 2079-2098 ISSN 2050-0505 2050-0505 journal-article 2021 crwiley https://doi.org/10.1002/ese3.968 2024-05-03T12:00:43Z Abstract Natural gas hydrate (NGH) is widely distributed in marine sediments and continental permafrost, which is a promising energy resource. The sustainable and safe exploration and production of NGH requires fully understanding of its mechanical behaviors, which is still a challenge to our community. In this paper, a statistical damage constitutive model named SC‐SDCM is developed for NGH sediments. The NGH sediments are regarded as two phases: the matrix phase of solid mineral grains, pore fluid, and gas, and the inclusion phase of hydrate crystal. The effective elastic parameters of such two‐phase composite are estimated by self‐consistent method (SC) according to the equivalent inclusion principle of micromechanics. The mesoscopic element strength of the NGH sediments is described by the Weibull statistical distribution and the damage theory of composite materials. And then combined with the Drucker‐Prager failure criterion of microelement, the damage constitutive model of NGH sediments is established. The new SC‐SDCM is tested to be reliable and robust by triaxial experimental observations on artificial cores and naturally occurring samples under different confining pressures and hydrate saturations. The SC‐SDCM could properly describe the stiffness, peak strength, and strain softening properties of the NGH sediments. Moreover, the predictions of SC‐SDCM are closest to the experiment observations compared to several published constitutive models, especially for the near‐ and after‐damage stages with relatively high hydrate saturation. Article in Journal/Newspaper permafrost Wiley Online Library Energy Science & Engineering 9 11 2079 2098
institution Open Polar
collection Wiley Online Library
op_collection_id crwiley
language English
description Abstract Natural gas hydrate (NGH) is widely distributed in marine sediments and continental permafrost, which is a promising energy resource. The sustainable and safe exploration and production of NGH requires fully understanding of its mechanical behaviors, which is still a challenge to our community. In this paper, a statistical damage constitutive model named SC‐SDCM is developed for NGH sediments. The NGH sediments are regarded as two phases: the matrix phase of solid mineral grains, pore fluid, and gas, and the inclusion phase of hydrate crystal. The effective elastic parameters of such two‐phase composite are estimated by self‐consistent method (SC) according to the equivalent inclusion principle of micromechanics. The mesoscopic element strength of the NGH sediments is described by the Weibull statistical distribution and the damage theory of composite materials. And then combined with the Drucker‐Prager failure criterion of microelement, the damage constitutive model of NGH sediments is established. The new SC‐SDCM is tested to be reliable and robust by triaxial experimental observations on artificial cores and naturally occurring samples under different confining pressures and hydrate saturations. The SC‐SDCM could properly describe the stiffness, peak strength, and strain softening properties of the NGH sediments. Moreover, the predictions of SC‐SDCM are closest to the experiment observations compared to several published constitutive models, especially for the near‐ and after‐damage stages with relatively high hydrate saturation.
author2 National Natural Science Foundation of China
format Article in Journal/Newspaper
author Wang, Feifei
Wang, Zizhen
Zhang, Di
Wang, Zhenqing
spellingShingle Wang, Feifei
Wang, Zizhen
Zhang, Di
Wang, Zhenqing
Statistical damage constitutive model based on self‐consistent Eshelby method for natural gas hydrate sediments
author_facet Wang, Feifei
Wang, Zizhen
Zhang, Di
Wang, Zhenqing
author_sort Wang, Feifei
title Statistical damage constitutive model based on self‐consistent Eshelby method for natural gas hydrate sediments
title_short Statistical damage constitutive model based on self‐consistent Eshelby method for natural gas hydrate sediments
title_full Statistical damage constitutive model based on self‐consistent Eshelby method for natural gas hydrate sediments
title_fullStr Statistical damage constitutive model based on self‐consistent Eshelby method for natural gas hydrate sediments
title_full_unstemmed Statistical damage constitutive model based on self‐consistent Eshelby method for natural gas hydrate sediments
title_sort statistical damage constitutive model based on self‐consistent eshelby method for natural gas hydrate sediments
publisher Wiley
publishDate 2021
url http://dx.doi.org/10.1002/ese3.968
https://onlinelibrary.wiley.com/doi/pdf/10.1002/ese3.968
https://onlinelibrary.wiley.com/doi/full-xml/10.1002/ese3.968
genre permafrost
genre_facet permafrost
op_source Energy Science & Engineering
volume 9, issue 11, page 2079-2098
ISSN 2050-0505 2050-0505
op_rights http://creativecommons.org/licenses/by/4.0/
op_doi https://doi.org/10.1002/ese3.968
container_title Energy Science & Engineering
container_volume 9
container_issue 11
container_start_page 2079
op_container_end_page 2098
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