Cargando…

Investigating Optimal Confinement Behaviour of Low-Strength Concrete through Quantitative and Analytical Approaches

Reinforced concrete is used worldwide in the construction industry. In past eras, extensive research has been conducted and has clearly shown the performance of stress–strain behaviour and ductility design for high-, standard-, and normal-strength concrete (NSC) in axial compression. Limited researc...

Descripción completa

Detalles Bibliográficos
Autores principales: Ali, Mujahid, Abbas, Sheraz, Salah, Bashir, Akhter, Javed, Saleem, Waqas, Haruna, Sani, Room, Shah, Abdulkadir, Isyaka
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2021
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8398666/
https://www.ncbi.nlm.nih.gov/pubmed/34443196
http://dx.doi.org/10.3390/ma14164675
_version_ 1783744894023499776
author Ali, Mujahid
Abbas, Sheraz
Salah, Bashir
Akhter, Javed
Saleem, Waqas
Haruna, Sani
Room, Shah
Abdulkadir, Isyaka
author_facet Ali, Mujahid
Abbas, Sheraz
Salah, Bashir
Akhter, Javed
Saleem, Waqas
Haruna, Sani
Room, Shah
Abdulkadir, Isyaka
author_sort Ali, Mujahid
collection PubMed
description Reinforced concrete is used worldwide in the construction industry. In past eras, extensive research has been conducted and has clearly shown the performance of stress–strain behaviour and ductility design for high-, standard-, and normal-strength concrete (NSC) in axial compression. Limited research has been conducted on the experimental and analytical investigation of low-strength concrete (LSC) confinement behaviour under axial compression and relative ductility. Meanwhile, analytical equations are not investigated experimentally for the confinement behaviour of LSC by transverse reinforcement. The current study experimentally investigates the concrete confinement behaviour under axial compression and relative ductility of NSC and LSC using volumetric transverse reinforcement (VTR), and comparison with several analytical models such as Mander, Kent, and Park, and Saatcioglu. In this study, a total of 44 reinforced-column specimens at a length of 18 in with a cross-section of 7 in × 7 in were used for uniaxial monotonic loading of NSC and LSC. Three columns of each set were confined with 2 in, 4 in, 6 in, and 8 in c/c lateral ties spacing. The experimental results show that the central concrete stresses are significantly affected by decreasing the spacing between the transverse steel. In the case of the LSC, the core stresses are double the central stress of NSC. However, increasing the VTR, the capacity and the ductility of NSC and LSC increases. Reducing the spacing between the ties from 8 in to 2 in center to center can affect the concrete column’s strength by 60% in LSC, but 25% in the NSC. The VTR and the spacing between the ties greatly affected the LSC compared to NSC. It was found that the relative ductility of the confined column samples was almost twice that of the unrestrained column samples. Regarding different models, the Manders model best represents the performance before the ultimate strength, whereas Kent and Park represents post-peak behaviour.
format Online
Article
Text
id pubmed-8398666
institution National Center for Biotechnology Information
language English
publishDate 2021
publisher MDPI
record_format MEDLINE/PubMed
spelling pubmed-83986662021-08-29 Investigating Optimal Confinement Behaviour of Low-Strength Concrete through Quantitative and Analytical Approaches Ali, Mujahid Abbas, Sheraz Salah, Bashir Akhter, Javed Saleem, Waqas Haruna, Sani Room, Shah Abdulkadir, Isyaka Materials (Basel) Article Reinforced concrete is used worldwide in the construction industry. In past eras, extensive research has been conducted and has clearly shown the performance of stress–strain behaviour and ductility design for high-, standard-, and normal-strength concrete (NSC) in axial compression. Limited research has been conducted on the experimental and analytical investigation of low-strength concrete (LSC) confinement behaviour under axial compression and relative ductility. Meanwhile, analytical equations are not investigated experimentally for the confinement behaviour of LSC by transverse reinforcement. The current study experimentally investigates the concrete confinement behaviour under axial compression and relative ductility of NSC and LSC using volumetric transverse reinforcement (VTR), and comparison with several analytical models such as Mander, Kent, and Park, and Saatcioglu. In this study, a total of 44 reinforced-column specimens at a length of 18 in with a cross-section of 7 in × 7 in were used for uniaxial monotonic loading of NSC and LSC. Three columns of each set were confined with 2 in, 4 in, 6 in, and 8 in c/c lateral ties spacing. The experimental results show that the central concrete stresses are significantly affected by decreasing the spacing between the transverse steel. In the case of the LSC, the core stresses are double the central stress of NSC. However, increasing the VTR, the capacity and the ductility of NSC and LSC increases. Reducing the spacing between the ties from 8 in to 2 in center to center can affect the concrete column’s strength by 60% in LSC, but 25% in the NSC. The VTR and the spacing between the ties greatly affected the LSC compared to NSC. It was found that the relative ductility of the confined column samples was almost twice that of the unrestrained column samples. Regarding different models, the Manders model best represents the performance before the ultimate strength, whereas Kent and Park represents post-peak behaviour. MDPI 2021-08-19 /pmc/articles/PMC8398666/ /pubmed/34443196 http://dx.doi.org/10.3390/ma14164675 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
Ali, Mujahid
Abbas, Sheraz
Salah, Bashir
Akhter, Javed
Saleem, Waqas
Haruna, Sani
Room, Shah
Abdulkadir, Isyaka
Investigating Optimal Confinement Behaviour of Low-Strength Concrete through Quantitative and Analytical Approaches
title Investigating Optimal Confinement Behaviour of Low-Strength Concrete through Quantitative and Analytical Approaches
title_full Investigating Optimal Confinement Behaviour of Low-Strength Concrete through Quantitative and Analytical Approaches
title_fullStr Investigating Optimal Confinement Behaviour of Low-Strength Concrete through Quantitative and Analytical Approaches
title_full_unstemmed Investigating Optimal Confinement Behaviour of Low-Strength Concrete through Quantitative and Analytical Approaches
title_short Investigating Optimal Confinement Behaviour of Low-Strength Concrete through Quantitative and Analytical Approaches
title_sort investigating optimal confinement behaviour of low-strength concrete through quantitative and analytical approaches
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8398666/
https://www.ncbi.nlm.nih.gov/pubmed/34443196
http://dx.doi.org/10.3390/ma14164675
work_keys_str_mv AT alimujahid investigatingoptimalconfinementbehaviouroflowstrengthconcretethroughquantitativeandanalyticalapproaches
AT abbassheraz investigatingoptimalconfinementbehaviouroflowstrengthconcretethroughquantitativeandanalyticalapproaches
AT salahbashir investigatingoptimalconfinementbehaviouroflowstrengthconcretethroughquantitativeandanalyticalapproaches
AT akhterjaved investigatingoptimalconfinementbehaviouroflowstrengthconcretethroughquantitativeandanalyticalapproaches
AT saleemwaqas investigatingoptimalconfinementbehaviouroflowstrengthconcretethroughquantitativeandanalyticalapproaches
AT harunasani investigatingoptimalconfinementbehaviouroflowstrengthconcretethroughquantitativeandanalyticalapproaches
AT roomshah investigatingoptimalconfinementbehaviouroflowstrengthconcretethroughquantitativeandanalyticalapproaches
AT abdulkadirisyaka investigatingoptimalconfinementbehaviouroflowstrengthconcretethroughquantitativeandanalyticalapproaches