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Cyclic Behavior of Reinforced High Strain-Hardening UHPC under Axial Tension
The cyclic tensile behavior of steel-reinforced high strain-hardening ultrahigh-performance concrete (HSHUHPC) was investigated in this paper. In the experimental program, 12 HSHUHPC specimens concentrically placed in a single steel reinforcement under cyclic uniaxial tension were tested, accompanie...
Autores principales: | , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
MDPI
2021
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8269703/ https://www.ncbi.nlm.nih.gov/pubmed/34203258 http://dx.doi.org/10.3390/ma14133602 |
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author | Gu, Jin-Ben Wang, Jun-Yan Guo, Yi-Qing |
author_facet | Gu, Jin-Ben Wang, Jun-Yan Guo, Yi-Qing |
author_sort | Gu, Jin-Ben |
collection | PubMed |
description | The cyclic tensile behavior of steel-reinforced high strain-hardening ultrahigh-performance concrete (HSHUHPC) was investigated in this paper. In the experimental program, 12 HSHUHPC specimens concentrically placed in a single steel reinforcement under cyclic uniaxial tension were tested, accompanied by acoustic emission (AE) source locating technology, and 4 identical specimens under monotonic uniaxial tension were tested as references. The experimental variables mainly include the loading pattern, the diameter of the embedded steel rebar, and the level of target strain at each cycle. The tensile responses of the steel-reinforced HSHUHPC specimens were evaluated using multiple performance measures, including the failure pattern, load–strain response, residual strain, stiffness degradation, and the tension-stiffening behavior. The test results showed that the enhanced bond strength due to the inclusion of steel fibers transformed the failure pattern of the steel-reinforced HSHUHPC into a single, localized macro-crack in conjunction with a sprinkling of narrow and closely spaced micro-cracks, which intensified the strain concentration in the embedded steel rebar. Besides, it was observed that the larger the diameter of the embedded steel rebar, the smaller the maximum accumulative tensile strain under cyclic tension, which indicated that the larger the diameter of the embedded steel rebar, the greater the contribution to the tensile stiffness of steel-reinforced HSHUHPC specimens in the elastic–plastic stage. In addition, it was found that a larger embedded steel rebar appeared to reduce the tension-stiffening effect (peak tensile strength) of the HSHUHPC. Moreover, the residual strain and the stiffness of the steel-reinforced HSHUHPC were reduced by increasing the number of cycles and finally tended toward stability. Nevertheless, different target strain rates in each cycle resulted in different eventual cumulative tensile strain rates; hence the rules about failure pattern, residual strain, and loading stiffness were divergent. Finally, the relationship between the accumulative tensile strain and the loading stiffness degradation ratio under cyclic tension was proposed and the tension-stiffening effect was analyzed. |
format | Online Article Text |
id | pubmed-8269703 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2021 |
publisher | MDPI |
record_format | MEDLINE/PubMed |
spelling | pubmed-82697032021-07-10 Cyclic Behavior of Reinforced High Strain-Hardening UHPC under Axial Tension Gu, Jin-Ben Wang, Jun-Yan Guo, Yi-Qing Materials (Basel) Article The cyclic tensile behavior of steel-reinforced high strain-hardening ultrahigh-performance concrete (HSHUHPC) was investigated in this paper. In the experimental program, 12 HSHUHPC specimens concentrically placed in a single steel reinforcement under cyclic uniaxial tension were tested, accompanied by acoustic emission (AE) source locating technology, and 4 identical specimens under monotonic uniaxial tension were tested as references. The experimental variables mainly include the loading pattern, the diameter of the embedded steel rebar, and the level of target strain at each cycle. The tensile responses of the steel-reinforced HSHUHPC specimens were evaluated using multiple performance measures, including the failure pattern, load–strain response, residual strain, stiffness degradation, and the tension-stiffening behavior. The test results showed that the enhanced bond strength due to the inclusion of steel fibers transformed the failure pattern of the steel-reinforced HSHUHPC into a single, localized macro-crack in conjunction with a sprinkling of narrow and closely spaced micro-cracks, which intensified the strain concentration in the embedded steel rebar. Besides, it was observed that the larger the diameter of the embedded steel rebar, the smaller the maximum accumulative tensile strain under cyclic tension, which indicated that the larger the diameter of the embedded steel rebar, the greater the contribution to the tensile stiffness of steel-reinforced HSHUHPC specimens in the elastic–plastic stage. In addition, it was found that a larger embedded steel rebar appeared to reduce the tension-stiffening effect (peak tensile strength) of the HSHUHPC. Moreover, the residual strain and the stiffness of the steel-reinforced HSHUHPC were reduced by increasing the number of cycles and finally tended toward stability. Nevertheless, different target strain rates in each cycle resulted in different eventual cumulative tensile strain rates; hence the rules about failure pattern, residual strain, and loading stiffness were divergent. Finally, the relationship between the accumulative tensile strain and the loading stiffness degradation ratio under cyclic tension was proposed and the tension-stiffening effect was analyzed. MDPI 2021-06-28 /pmc/articles/PMC8269703/ /pubmed/34203258 http://dx.doi.org/10.3390/ma14133602 Text en © 2021 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 Gu, Jin-Ben Wang, Jun-Yan Guo, Yi-Qing Cyclic Behavior of Reinforced High Strain-Hardening UHPC under Axial Tension |
title | Cyclic Behavior of Reinforced High Strain-Hardening UHPC under Axial Tension |
title_full | Cyclic Behavior of Reinforced High Strain-Hardening UHPC under Axial Tension |
title_fullStr | Cyclic Behavior of Reinforced High Strain-Hardening UHPC under Axial Tension |
title_full_unstemmed | Cyclic Behavior of Reinforced High Strain-Hardening UHPC under Axial Tension |
title_short | Cyclic Behavior of Reinforced High Strain-Hardening UHPC under Axial Tension |
title_sort | cyclic behavior of reinforced high strain-hardening uhpc under axial tension |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8269703/ https://www.ncbi.nlm.nih.gov/pubmed/34203258 http://dx.doi.org/10.3390/ma14133602 |
work_keys_str_mv | AT gujinben cyclicbehaviorofreinforcedhighstrainhardeninguhpcunderaxialtension AT wangjunyan cyclicbehaviorofreinforcedhighstrainhardeninguhpcunderaxialtension AT guoyiqing cyclicbehaviorofreinforcedhighstrainhardeninguhpcunderaxialtension |