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Determining Dynamic Mechanical Properties for Elastic Concrete Material Based on the Inversion of Spherical Wave
The paper presents a new method to study the dynamic mechanical properties of concrete under low pressure and a high strain rate via the inversion of spherical wave propagation. The dynamic parameters of rate-dependent constitutive relation of elastic concrete are determined by measured velocity his...
Autores principales: | , , , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
MDPI
2022
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9699236/ https://www.ncbi.nlm.nih.gov/pubmed/36431664 http://dx.doi.org/10.3390/ma15228181 |
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author | Lai, Huawei Wang, Zhanjiang Yang, Liming Wang, Lili Zhou, Fenghua |
author_facet | Lai, Huawei Wang, Zhanjiang Yang, Liming Wang, Lili Zhou, Fenghua |
author_sort | Lai, Huawei |
collection | PubMed |
description | The paper presents a new method to study the dynamic mechanical properties of concrete under low pressure and a high strain rate via the inversion of spherical wave propagation. The dynamic parameters of rate-dependent constitutive relation of elastic concrete are determined by measured velocity histories of spherical waves. Firstly, the particle velocity time history profiles in the low stress elastic region at the radii of 100.6 mm, 120.6 mm, 140.6 mm, 160 mm, and 180.6 mm are measured in the semi-infinite space of concrete by using the mini-explosive ball and electromagnetic velocity measurement technology. Then, based on the universal spherical wave conservation equation and the fact that the accommodation relationship in state equation satisfies linear elastic law, the inverse problem analysis of spherical waves in concrete (called “NV + T0/SW”) is proposed, which can obtain the dynamic numerical constitutive behavior of concrete in three-dimensional stress by measuring the velocity histories. The numerical constitutive relation is expressed in the form of distortion, and it is found that the distortion law has an obvious rate effect. Finally, the rate-dependent dynamic parameters in concrete are determined by the standard linear solid model. The results show that the strain rate effect of concrete cannot be ignored with the strain rate range of 10(2) 1/s. This study can provide a feasible method to determine the dynamic parameters of rate-dependent constitutive relation of concretes. This method has good applicability, especially in the study of the dynamic behavior of multicomponent composite materials with large-size particle filler. |
format | Online Article Text |
id | pubmed-9699236 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2022 |
publisher | MDPI |
record_format | MEDLINE/PubMed |
spelling | pubmed-96992362022-11-26 Determining Dynamic Mechanical Properties for Elastic Concrete Material Based on the Inversion of Spherical Wave Lai, Huawei Wang, Zhanjiang Yang, Liming Wang, Lili Zhou, Fenghua Materials (Basel) Article The paper presents a new method to study the dynamic mechanical properties of concrete under low pressure and a high strain rate via the inversion of spherical wave propagation. The dynamic parameters of rate-dependent constitutive relation of elastic concrete are determined by measured velocity histories of spherical waves. Firstly, the particle velocity time history profiles in the low stress elastic region at the radii of 100.6 mm, 120.6 mm, 140.6 mm, 160 mm, and 180.6 mm are measured in the semi-infinite space of concrete by using the mini-explosive ball and electromagnetic velocity measurement technology. Then, based on the universal spherical wave conservation equation and the fact that the accommodation relationship in state equation satisfies linear elastic law, the inverse problem analysis of spherical waves in concrete (called “NV + T0/SW”) is proposed, which can obtain the dynamic numerical constitutive behavior of concrete in three-dimensional stress by measuring the velocity histories. The numerical constitutive relation is expressed in the form of distortion, and it is found that the distortion law has an obvious rate effect. Finally, the rate-dependent dynamic parameters in concrete are determined by the standard linear solid model. The results show that the strain rate effect of concrete cannot be ignored with the strain rate range of 10(2) 1/s. This study can provide a feasible method to determine the dynamic parameters of rate-dependent constitutive relation of concretes. This method has good applicability, especially in the study of the dynamic behavior of multicomponent composite materials with large-size particle filler. MDPI 2022-11-17 /pmc/articles/PMC9699236/ /pubmed/36431664 http://dx.doi.org/10.3390/ma15228181 Text en © 2022 by the authors. https://creativecommons.org/licenses/by/4.0/Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). |
spellingShingle | Article Lai, Huawei Wang, Zhanjiang Yang, Liming Wang, Lili Zhou, Fenghua Determining Dynamic Mechanical Properties for Elastic Concrete Material Based on the Inversion of Spherical Wave |
title | Determining Dynamic Mechanical Properties for Elastic Concrete Material Based on the Inversion of Spherical Wave |
title_full | Determining Dynamic Mechanical Properties for Elastic Concrete Material Based on the Inversion of Spherical Wave |
title_fullStr | Determining Dynamic Mechanical Properties for Elastic Concrete Material Based on the Inversion of Spherical Wave |
title_full_unstemmed | Determining Dynamic Mechanical Properties for Elastic Concrete Material Based on the Inversion of Spherical Wave |
title_short | Determining Dynamic Mechanical Properties for Elastic Concrete Material Based on the Inversion of Spherical Wave |
title_sort | determining dynamic mechanical properties for elastic concrete material based on the inversion of spherical wave |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9699236/ https://www.ncbi.nlm.nih.gov/pubmed/36431664 http://dx.doi.org/10.3390/ma15228181 |
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