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Article

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Title

Space-fractional small-strain plasticity model for microbeams including grain size effect

Authors

[ 1 ] Instytut Analizy Konstrukcji, Wydział Inżynierii Lądowej i Transportu, Politechnika Poznańska | [ P ] employee

Scientific discipline (Law 2.0)

[2.7] Civil engineering, geodesy and transport

Year of publication

2022

Published in

International Journal of Engineering Science

Journal year: 2022 | Journal volume: vol. 175

Article type

scientific article

Publication language

english

Keywords
EN
  • non-local model
  • fractional calculus
  • elastic–plastic bending
  • beam
Abstract

EN Elastic–plastic bending of microstructure-dependent beams is analyzed, i.e., beams whose external dimensions and characteristic internal length are close. The formulations presented concern space-fractional Euler–Bernoulli (s-FEBB) and Timoshenko (s-FTB) beams, enriched by including the plastic properties of the material. The Huber–Mises–Hencky plasticity criterion and isotropic hardening are applied in the developed models. The incremental iterative numerical procedure is elaborated to solve the elastic–plastic bending problem. The analysis covers not only the scale effect but also the grain size-dependent strengthening described by the general Hall–Petch relation. Based on the experimental results of WC-Co micropillars compression available in the literature, model parameters are identified for specific microstructures. Significant results were found — it was revealed that the length scale could be directly correlated with the grain size. Finally, a numerical study of elastic–plastic bending of a fractional beam demonstrated how the microstructure affects the propagation of plastic hinges.

Date of online publication

12.04.2022

Pages (from - to)

103672-1 - 103672-12

DOI

10.1016/j.ijengsci.2022.103672

URL

https://www.sciencedirect.com/science/article/abs/pii/S0020722522000453

Comments

Article Number: 103672

Ministry points / journal

200

Impact Factor

6,6

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