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- W3136911504 abstract "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 <math xmlns=http://www.w3.org/1998/Math/MathML id=M1> <mi>e</mi> <mo>−</mo> <mi mathvariant=normal>ln</mi> <mtext> </mtext> <mtext> </mtext> <msup> <mrow> <mi>p</mi> </mrow> <mrow> <mo>′</mo> </mrow> </msup> </math> 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." @default.
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- W3136911504 date "2021-03-20" @default.
- W3136911504 modified "2023-09-26" @default.
- W3136911504 title "Fractional Plasticity Model for Coarse Aggregates Incorporating Particle Breakage under Triaxial Loading" @default.
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- W3136911504 doi "https://doi.org/10.1155/2021/6642461" @default.
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