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Dynamic Behavior of a Precast and Partial Steel Joint under Various Shear Span-to-Depth Ratios
The dynamic behavior of a PPSRC beam–column joint is related to constraint effect, strength deterioration and strain rate effect. Then, it can be assessed by bearing capacity, stiffness degradation, displacement ductility and energy consumption. The results show that the increased strain rate causes...
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/PMC8123067/ https://www.ncbi.nlm.nih.gov/pubmed/33922772 http://dx.doi.org/10.3390/ma14092162 |
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author | Fan, Guoxi Yang, Jing Wang, Ye Zhang, Qiyi Jia, Jing Cheng, Wanpeng |
author_facet | Fan, Guoxi Yang, Jing Wang, Ye Zhang, Qiyi Jia, Jing Cheng, Wanpeng |
author_sort | Fan, Guoxi |
collection | PubMed |
description | The dynamic behavior of a PPSRC beam–column joint is related to constraint effect, strength deterioration and strain rate effect. Then, it can be assessed by bearing capacity, stiffness degradation, displacement ductility and energy consumption. The results show that the increased strain rate causes growth in ring stiffness, bearing capacity and energy consumption of PPSRC beam–column joints. However, the influence of shear span-to-depth ratio on dynamic mechanical properties of PPSRC beam–column joints is more obvious than that of strain rate. Regardless of strain rate, the bearing capacity, initial stiffness, ring stiffness and energy consumption of PPSRC beam–column joints decrease as the shear span-to-depth ratio increases. Moreover, the ring stiffness under reverse direction is smaller than that the under forward direction at each displacement level. However, the stiffness degradation under a lower shear span-to-depth ratio is more obvious than that under a higher shear span-to-depth ratio. Moreover, the displacement ductility with a higher shear span-to-depth ratio is better than that with a lower shear span-to-depth ratio. Finally, the mechanical properties of PPSRC beam–column joints are affected by the extension length of partial steel plate, and the reasonable extension length of the partial steel plate in the column is affected by the shear span-to-depth ratio. |
format | Online Article Text |
id | pubmed-8123067 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2021 |
publisher | MDPI |
record_format | MEDLINE/PubMed |
spelling | pubmed-81230672021-05-16 Dynamic Behavior of a Precast and Partial Steel Joint under Various Shear Span-to-Depth Ratios Fan, Guoxi Yang, Jing Wang, Ye Zhang, Qiyi Jia, Jing Cheng, Wanpeng Materials (Basel) Article The dynamic behavior of a PPSRC beam–column joint is related to constraint effect, strength deterioration and strain rate effect. Then, it can be assessed by bearing capacity, stiffness degradation, displacement ductility and energy consumption. The results show that the increased strain rate causes growth in ring stiffness, bearing capacity and energy consumption of PPSRC beam–column joints. However, the influence of shear span-to-depth ratio on dynamic mechanical properties of PPSRC beam–column joints is more obvious than that of strain rate. Regardless of strain rate, the bearing capacity, initial stiffness, ring stiffness and energy consumption of PPSRC beam–column joints decrease as the shear span-to-depth ratio increases. Moreover, the ring stiffness under reverse direction is smaller than that the under forward direction at each displacement level. However, the stiffness degradation under a lower shear span-to-depth ratio is more obvious than that under a higher shear span-to-depth ratio. Moreover, the displacement ductility with a higher shear span-to-depth ratio is better than that with a lower shear span-to-depth ratio. Finally, the mechanical properties of PPSRC beam–column joints are affected by the extension length of partial steel plate, and the reasonable extension length of the partial steel plate in the column is affected by the shear span-to-depth ratio. MDPI 2021-04-23 /pmc/articles/PMC8123067/ /pubmed/33922772 http://dx.doi.org/10.3390/ma14092162 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 Fan, Guoxi Yang, Jing Wang, Ye Zhang, Qiyi Jia, Jing Cheng, Wanpeng Dynamic Behavior of a Precast and Partial Steel Joint under Various Shear Span-to-Depth Ratios |
title | Dynamic Behavior of a Precast and Partial Steel Joint under Various Shear Span-to-Depth Ratios |
title_full | Dynamic Behavior of a Precast and Partial Steel Joint under Various Shear Span-to-Depth Ratios |
title_fullStr | Dynamic Behavior of a Precast and Partial Steel Joint under Various Shear Span-to-Depth Ratios |
title_full_unstemmed | Dynamic Behavior of a Precast and Partial Steel Joint under Various Shear Span-to-Depth Ratios |
title_short | Dynamic Behavior of a Precast and Partial Steel Joint under Various Shear Span-to-Depth Ratios |
title_sort | dynamic behavior of a precast and partial steel joint under various shear span-to-depth ratios |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8123067/ https://www.ncbi.nlm.nih.gov/pubmed/33922772 http://dx.doi.org/10.3390/ma14092162 |
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