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

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, per...

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Main Authors: Tomasz Jankowiak, Alexis Rusinek, George Z. Voyiadjis
Format: Article
Language:English
Published: MDPI AG 2020-05-01
Series:Materials
Subjects:
Online Access:https://www.mdpi.com/1996-1944/13/9/2191
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spelling doaj-2ba8947308b849089ba52fbdedf44f5a2020-11-25T03:02:48ZengMDPI AGMaterials1996-19442020-05-01132191219110.3390/ma13092191Modeling and Design of SHPB to Characterize Brittle Materials Under Compression for High Strain RatesTomasz Jankowiak0Alexis Rusinek1George Z. Voyiadjis2Institute of Structural Analysis, Poznan University of Technology, Piotrowo 5, 60-965 Poznań, PolandLaboratory of Microstructure Studies and Mechanics of Materials, UMR-CNRS 7239, Lorraine University, 7 rue Félix Savart, BP 15082, 57073 Metz Cedex 03, FranceComputational Solid Mechanics Laboratory, Louisiana State University, Baton Rouge, LA 70803, USAThis 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.https://www.mdpi.com/1996-1944/13/9/2191concretedynamic compressionSplit Hopkinson Pressure Bars (SPHB)brittle materialssimulation
collection DOAJ
language English
format Article
sources DOAJ
author Tomasz Jankowiak
Alexis Rusinek
George Z. Voyiadjis
spellingShingle Tomasz Jankowiak
Alexis Rusinek
George Z. Voyiadjis
Modeling and Design of SHPB to Characterize Brittle Materials Under Compression for High Strain Rates
Materials
concrete
dynamic compression
Split Hopkinson Pressure Bars (SPHB)
brittle materials
simulation
author_facet Tomasz Jankowiak
Alexis Rusinek
George Z. Voyiadjis
author_sort Tomasz Jankowiak
title Modeling and Design of SHPB to Characterize Brittle Materials Under Compression for High Strain Rates
title_short Modeling and Design of SHPB to Characterize Brittle Materials Under Compression for High Strain Rates
title_full Modeling and Design of SHPB to Characterize Brittle Materials Under Compression for High Strain Rates
title_fullStr Modeling and Design of SHPB to Characterize Brittle Materials Under Compression for High Strain Rates
title_full_unstemmed Modeling and Design of SHPB to Characterize Brittle Materials Under Compression for High Strain Rates
title_sort modeling and design of shpb to characterize brittle materials under compression for high strain rates
publisher MDPI AG
series Materials
issn 1996-1944
publishDate 2020-05-01
description 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.
topic concrete
dynamic compression
Split Hopkinson Pressure Bars (SPHB)
brittle materials
simulation
url https://www.mdpi.com/1996-1944/13/9/2191
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