Study on Energy Evolution and Damage Constitutive Model of Siltstone

In order to study the energy evolution characteristics and damage constitutive relationship of siltstone, the conventional triaxial compression tests of siltstone under different confining pressures are performed, and the evolution laws of input energy, elastic strain energy and dissipative energy o...

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Autores principales: Ruihe Zhou, Longhui Guo, Rongbao Hong
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Lenguaje:EN
Publicado: MDPI AG 2021
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Acceso en línea:https://doaj.org/article/ad862094342c43bb8f9dce9d884caf4f
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spelling oai:doaj.org-article:ad862094342c43bb8f9dce9d884caf4f2021-11-25T17:17:33ZStudy on Energy Evolution and Damage Constitutive Model of Siltstone10.3390/cryst111112712073-4352https://doaj.org/article/ad862094342c43bb8f9dce9d884caf4f2021-10-01T00:00:00Zhttps://www.mdpi.com/2073-4352/11/11/1271https://doaj.org/toc/2073-4352In order to study the energy evolution characteristics and damage constitutive relationship of siltstone, the conventional triaxial compression tests of siltstone under different confining pressures are performed, and the evolution laws of input energy, elastic strain energy and dissipative energy of siltstone with axial strain and confining pressure are analyzed. According to the test results, the judgment criterion of the rock damage threshold is improved, and an improved three-shear energy yield criterion is proposed., The damage constitutive equation of siltstone is established based on the damage mechanics theory through the principle of minimum energy consumption and by considering the residual strength of rock, and lastly, the rationality of the model is verified by experimental data. The results reveal that (1) both the input energy and dissipative energy gradually increase with the increase of axial strain, and the elastic strain energy first increases and then decreases with the increase of axial strain, and reaches its maximum at the peak. (2) The input energy and dissipation energy increase exponentially with the increase of the confining pressure, and the elastic strain energy increases linearly with the increase of confining pressure. (3) According to the linear relationship between the sum of shear strain energy and hydrostatic pressure, an improved three-shear energy yield criterion is established. (4) The model curve can better describe the strain softening stage and the residual strength characteristics of siltstone. The relative standard deviation between the model results and the test results is only 4.35%, which verifies the rationality and feasibility of the statistical damage constitutive model that is established in this paper.Ruihe ZhouLonghui GuoRongbao HongMDPI AGarticleenergy evolutionminimum energy dissipation principlethree-shear energy yield criteriondamage variableconstitutive modelCrystallographyQD901-999ENCrystals, Vol 11, Iss 1271, p 1271 (2021)
institution DOAJ
collection DOAJ
language EN
topic energy evolution
minimum energy dissipation principle
three-shear energy yield criterion
damage variable
constitutive model
Crystallography
QD901-999
spellingShingle energy evolution
minimum energy dissipation principle
three-shear energy yield criterion
damage variable
constitutive model
Crystallography
QD901-999
Ruihe Zhou
Longhui Guo
Rongbao Hong
Study on Energy Evolution and Damage Constitutive Model of Siltstone
description In order to study the energy evolution characteristics and damage constitutive relationship of siltstone, the conventional triaxial compression tests of siltstone under different confining pressures are performed, and the evolution laws of input energy, elastic strain energy and dissipative energy of siltstone with axial strain and confining pressure are analyzed. According to the test results, the judgment criterion of the rock damage threshold is improved, and an improved three-shear energy yield criterion is proposed., The damage constitutive equation of siltstone is established based on the damage mechanics theory through the principle of minimum energy consumption and by considering the residual strength of rock, and lastly, the rationality of the model is verified by experimental data. The results reveal that (1) both the input energy and dissipative energy gradually increase with the increase of axial strain, and the elastic strain energy first increases and then decreases with the increase of axial strain, and reaches its maximum at the peak. (2) The input energy and dissipation energy increase exponentially with the increase of the confining pressure, and the elastic strain energy increases linearly with the increase of confining pressure. (3) According to the linear relationship between the sum of shear strain energy and hydrostatic pressure, an improved three-shear energy yield criterion is established. (4) The model curve can better describe the strain softening stage and the residual strength characteristics of siltstone. The relative standard deviation between the model results and the test results is only 4.35%, which verifies the rationality and feasibility of the statistical damage constitutive model that is established in this paper.
format article
author Ruihe Zhou
Longhui Guo
Rongbao Hong
author_facet Ruihe Zhou
Longhui Guo
Rongbao Hong
author_sort Ruihe Zhou
title Study on Energy Evolution and Damage Constitutive Model of Siltstone
title_short Study on Energy Evolution and Damage Constitutive Model of Siltstone
title_full Study on Energy Evolution and Damage Constitutive Model of Siltstone
title_fullStr Study on Energy Evolution and Damage Constitutive Model of Siltstone
title_full_unstemmed Study on Energy Evolution and Damage Constitutive Model of Siltstone
title_sort study on energy evolution and damage constitutive model of siltstone
publisher MDPI AG
publishDate 2021
url https://doaj.org/article/ad862094342c43bb8f9dce9d884caf4f
work_keys_str_mv AT ruihezhou studyonenergyevolutionanddamageconstitutivemodelofsiltstone
AT longhuiguo studyonenergyevolutionanddamageconstitutivemodelofsiltstone
AT rongbaohong studyonenergyevolutionanddamageconstitutivemodelofsiltstone
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