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Mechanical Performance of Steel Slag Concrete under Biaxial Compression
The mechanical performance of steel slag concrete (SSC) under biaxial compression is investigated by a servo-controlled static-dynamic true triaxial machine (TAWZ-5000/3000). Three replacement ratios of steel slags and four kinds of stress ratio (0.25:1, 0.5:1, 0.75:1, and 1:1) are examined in this...
Autores principales: | , , , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
MDPI
2020
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7436250/ https://www.ncbi.nlm.nih.gov/pubmed/32717882 http://dx.doi.org/10.3390/ma13153268 |
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author | Wen, Xiaoyan Zhou, Jingkai Chen, Beiquan Deng, Zhiheng Liu, Bing |
author_facet | Wen, Xiaoyan Zhou, Jingkai Chen, Beiquan Deng, Zhiheng Liu, Bing |
author_sort | Wen, Xiaoyan |
collection | PubMed |
description | The mechanical performance of steel slag concrete (SSC) under biaxial compression is investigated by a servo-controlled static-dynamic true triaxial machine (TAWZ-5000/3000). Three replacement ratios of steel slags and four kinds of stress ratio (0.25:1, 0.5:1, 0.75:1, and 1:1) are examined in this study. According to the test results, the influences of replacement ratio and stress ratio on the strength, deformation properties, stress–strain curves, and failure mode of SSC are analyzed. The results show that the failure mode of SSC under biaxial compression is plate-splitting crack. Both the strength and deformation of SSC are larger than the corresponding values of the uniaxial compression. Under the same stress ratio, the value of principal stress [Formula: see text] increases first and then decreases with the increase in the replacement ratio. Under the same replacement ratio, [Formula: see text] increases first and then decreases as the stress ratio increases, and the maximum of [Formula: see text] is obtained at the stress ratio of [Formula: see text] 0.5:1. Based on the analysis and test data, the strength failure criterion of SSC under biaxial compression stresses is proposed. |
format | Online Article Text |
id | pubmed-7436250 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2020 |
publisher | MDPI |
record_format | MEDLINE/PubMed |
spelling | pubmed-74362502020-08-24 Mechanical Performance of Steel Slag Concrete under Biaxial Compression Wen, Xiaoyan Zhou, Jingkai Chen, Beiquan Deng, Zhiheng Liu, Bing Materials (Basel) Article The mechanical performance of steel slag concrete (SSC) under biaxial compression is investigated by a servo-controlled static-dynamic true triaxial machine (TAWZ-5000/3000). Three replacement ratios of steel slags and four kinds of stress ratio (0.25:1, 0.5:1, 0.75:1, and 1:1) are examined in this study. According to the test results, the influences of replacement ratio and stress ratio on the strength, deformation properties, stress–strain curves, and failure mode of SSC are analyzed. The results show that the failure mode of SSC under biaxial compression is plate-splitting crack. Both the strength and deformation of SSC are larger than the corresponding values of the uniaxial compression. Under the same stress ratio, the value of principal stress [Formula: see text] increases first and then decreases with the increase in the replacement ratio. Under the same replacement ratio, [Formula: see text] increases first and then decreases as the stress ratio increases, and the maximum of [Formula: see text] is obtained at the stress ratio of [Formula: see text] 0.5:1. Based on the analysis and test data, the strength failure criterion of SSC under biaxial compression stresses is proposed. MDPI 2020-07-23 /pmc/articles/PMC7436250/ /pubmed/32717882 http://dx.doi.org/10.3390/ma13153268 Text en © 2020 by the authors. 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 (http://creativecommons.org/licenses/by/4.0/). |
spellingShingle | Article Wen, Xiaoyan Zhou, Jingkai Chen, Beiquan Deng, Zhiheng Liu, Bing Mechanical Performance of Steel Slag Concrete under Biaxial Compression |
title | Mechanical Performance of Steel Slag Concrete under Biaxial Compression |
title_full | Mechanical Performance of Steel Slag Concrete under Biaxial Compression |
title_fullStr | Mechanical Performance of Steel Slag Concrete under Biaxial Compression |
title_full_unstemmed | Mechanical Performance of Steel Slag Concrete under Biaxial Compression |
title_short | Mechanical Performance of Steel Slag Concrete under Biaxial Compression |
title_sort | mechanical performance of steel slag concrete under biaxial compression |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7436250/ https://www.ncbi.nlm.nih.gov/pubmed/32717882 http://dx.doi.org/10.3390/ma13153268 |
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