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Article

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Title

Modeling and Design of SHPB to Characterize Brittle Materials under Compression for High Strain Rates

Authors

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

Scientific discipline (Law 2.0)

[2.7] Civil engineering and transport

Year of publication

2020

Published in

Materials

Journal year: 2020 | Journal volume: vol. 13 | Journal number: iss. 9

Article type

scientific article

Publication language

english

Keywords
EN
  • concrete
  • dynamic compression
  • Split Hopkinson Pressure Bars (SPHB)
  • brittle materials
  • simulation
Abstract

EN This paper presents an analytical prediction coupled with numerical simulations of a split Hopkinson pressure bar (SHPB) that could be used during further experiments to measure the dynamic compression strength of concrete. The current study combines experimental, modeling and numerical results, permitting an inverse method by which to validate measurements. An analytical prediction is conducted to determine the waves propagation present in SHPB using a one-dimensional theory and assuming a strain rate dependence of the material strength. This method can be used by designers of new SPHB experimental setups to predict compressive strength or strain rates reached during tests, or to check the consistencies of predicted results. Numerical simulation results obtained using LS-DYNA finite element software are also presented in this paper, and are used to compare the predictions with the analytical results. This work focuses on an SPHB setup that can accurately identify the strain rate sensitivities of concrete or brittle materials.

Date of online publication

10.05.2020

Pages (from - to)

2191-1 - 2191-18

DOI

10.3390/ma13092191

URL

https://www.mdpi.com/1996-1944/13/9/2191

Comments

Article Number: 2191

License type

CC BY (attribution alone)

Open Access Mode

open journal

Open Access Text Version

final published version

Date of Open Access to the publication

at the time of publication

Full text of article

Download file

Access level to full text

public

Ministry points / journal

140

Ministry points / journal in years 2017-2021

140

Impact Factor

3,623

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