Fractional Plasticity Model for Coarse Aggregates Incorporating Particle Breakage under Triaxial Loading
Fractional plasticity has been originally proposed for capturing the state-dependent nonassociated behaviour of sand, with no use of state variables and additional plastic potentials. However, for coarse aggregates, significant particle breakage would occur, which could influence the stress-strain b...
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Language: | English |
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Wiley
2021-01-01
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Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2021/6642461 |
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author | Jiangong Yang Yifei Sun |
author_facet | Jiangong Yang Yifei Sun |
author_sort | Jiangong Yang |
collection | DOAJ |
description | Fractional plasticity has been originally proposed for capturing the state-dependent nonassociated behaviour of sand, with no use of state variables and additional plastic potentials. However, for coarse aggregates, significant particle breakage would occur, which could influence the stress-strain behaviour of the material, by shifting the critical state line in the e−ln p′ plane. In this note, an extension of the fractional plasticity for constitutive modelling of coarse aggregates is made by incorporating particle breakage under triaxial loading. The developed model is validated by simulating a series of laboratory test results of different coarse aggregates under triaxial loading, where a good agreement between the model simulations and test results is observed. |
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id | doaj-art-c895e5a369334db48a730ca86469ce83 |
institution | Kabale University |
issn | 1687-8086 1687-8094 |
language | English |
publishDate | 2021-01-01 |
publisher | Wiley |
record_format | Article |
series | Advances in Civil Engineering |
spelling | doaj-art-c895e5a369334db48a730ca86469ce832025-02-03T01:28:31ZengWileyAdvances in Civil Engineering1687-80861687-80942021-01-01202110.1155/2021/66424616642461Fractional Plasticity Model for Coarse Aggregates Incorporating Particle Breakage under Triaxial LoadingJiangong Yang0Yifei Sun1Tianjin College, University of Science and Technology Beijing, Tianjin 301800, ChinaFaculty of Civil and Environmental Engineering, Ruhr-Universität Bochum, Bochum 44801, GermanyFractional plasticity has been originally proposed for capturing the state-dependent nonassociated behaviour of sand, with no use of state variables and additional plastic potentials. However, for coarse aggregates, significant particle breakage would occur, which could influence the stress-strain behaviour of the material, by shifting the critical state line in the e−ln p′ plane. In this note, an extension of the fractional plasticity for constitutive modelling of coarse aggregates is made by incorporating particle breakage under triaxial loading. The developed model is validated by simulating a series of laboratory test results of different coarse aggregates under triaxial loading, where a good agreement between the model simulations and test results is observed.http://dx.doi.org/10.1155/2021/6642461 |
spellingShingle | Jiangong Yang Yifei Sun Fractional Plasticity Model for Coarse Aggregates Incorporating Particle Breakage under Triaxial Loading Advances in Civil Engineering |
title | Fractional Plasticity Model for Coarse Aggregates Incorporating Particle Breakage under Triaxial Loading |
title_full | Fractional Plasticity Model for Coarse Aggregates Incorporating Particle Breakage under Triaxial Loading |
title_fullStr | Fractional Plasticity Model for Coarse Aggregates Incorporating Particle Breakage under Triaxial Loading |
title_full_unstemmed | Fractional Plasticity Model for Coarse Aggregates Incorporating Particle Breakage under Triaxial Loading |
title_short | Fractional Plasticity Model for Coarse Aggregates Incorporating Particle Breakage under Triaxial Loading |
title_sort | fractional plasticity model for coarse aggregates incorporating particle breakage under triaxial loading |
url | http://dx.doi.org/10.1155/2021/6642461 |
work_keys_str_mv | AT jiangongyang fractionalplasticitymodelforcoarseaggregatesincorporatingparticlebreakageundertriaxialloading AT yifeisun fractionalplasticitymodelforcoarseaggregatesincorporatingparticlebreakageundertriaxialloading |