Strength curve data for slender geopolymer concrete columns with GFRP, steel and hybrid reinforcement

This article provides a wide range of circular columns strength values under different loading conditions. The provided strength values are dependent on various parameters including the longitudinal and transverse reinforcement ratios. Results for GFRP, steel and hybrid reinforcement configurations...

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Autores principales: Mohammad AlHamaydeh, Fouad Mostafa Amin
Formato: article
Lenguaje:EN
Publicado: Elsevier 2021
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Acceso en línea:https://doaj.org/article/7a42c139418f47efb9c8c924b36b4273
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spelling oai:doaj.org-article:7a42c139418f47efb9c8c924b36b42732021-11-24T04:31:30ZStrength curve data for slender geopolymer concrete columns with GFRP, steel and hybrid reinforcement2352-340910.1016/j.dib.2021.107589https://doaj.org/article/7a42c139418f47efb9c8c924b36b42732021-12-01T00:00:00Zhttp://www.sciencedirect.com/science/article/pii/S2352340921008647https://doaj.org/toc/2352-3409This article provides a wide range of circular columns strength values under different loading conditions. The provided strength values are dependent on various parameters including the longitudinal and transverse reinforcement ratios. Results for GFRP, steel and hybrid reinforcement configurations are provided. The results were collected from analysis output files of more than 60,000 columns, and tabulated in a form that is suitable for generating analytical strength curves. The provided data format allows the generation of strength curves for a wide range of slenderness ratios and the applied load eccentricities. Inspecting the analytical strength curves could provide insights on the slenderness limits for maintaining specific strength thresholds. Also, further investigations of data could provide a group of recommendations to avoid longitudinal and transverse reinforcement underutilization. Additional data processing could provide axial load-bending moment interaction diagrams for different columns` configurations taking into consideration the slenderness effects. The use of interaction diagrams in inspecting slender columns behavior is a ubiquitous subject that has been utilized in many recent research papers. Moreover, the results of a sensitivity analysis are provided within the article.Mohammad AlHamaydehFouad Mostafa AminElsevierarticleSlender circular columnGeopolymer concreteGlass-fiber-reinforced polymer (GFRP) barsHybrid reinforcementInteraction diagramSlenderness ratioComputer applications to medicine. Medical informaticsR858-859.7Science (General)Q1-390ENData in Brief, Vol 39, Iss , Pp 107589- (2021)
institution DOAJ
collection DOAJ
language EN
topic Slender circular column
Geopolymer concrete
Glass-fiber-reinforced polymer (GFRP) bars
Hybrid reinforcement
Interaction diagram
Slenderness ratio
Computer applications to medicine. Medical informatics
R858-859.7
Science (General)
Q1-390
spellingShingle Slender circular column
Geopolymer concrete
Glass-fiber-reinforced polymer (GFRP) bars
Hybrid reinforcement
Interaction diagram
Slenderness ratio
Computer applications to medicine. Medical informatics
R858-859.7
Science (General)
Q1-390
Mohammad AlHamaydeh
Fouad Mostafa Amin
Strength curve data for slender geopolymer concrete columns with GFRP, steel and hybrid reinforcement
description This article provides a wide range of circular columns strength values under different loading conditions. The provided strength values are dependent on various parameters including the longitudinal and transverse reinforcement ratios. Results for GFRP, steel and hybrid reinforcement configurations are provided. The results were collected from analysis output files of more than 60,000 columns, and tabulated in a form that is suitable for generating analytical strength curves. The provided data format allows the generation of strength curves for a wide range of slenderness ratios and the applied load eccentricities. Inspecting the analytical strength curves could provide insights on the slenderness limits for maintaining specific strength thresholds. Also, further investigations of data could provide a group of recommendations to avoid longitudinal and transverse reinforcement underutilization. Additional data processing could provide axial load-bending moment interaction diagrams for different columns` configurations taking into consideration the slenderness effects. The use of interaction diagrams in inspecting slender columns behavior is a ubiquitous subject that has been utilized in many recent research papers. Moreover, the results of a sensitivity analysis are provided within the article.
format article
author Mohammad AlHamaydeh
Fouad Mostafa Amin
author_facet Mohammad AlHamaydeh
Fouad Mostafa Amin
author_sort Mohammad AlHamaydeh
title Strength curve data for slender geopolymer concrete columns with GFRP, steel and hybrid reinforcement
title_short Strength curve data for slender geopolymer concrete columns with GFRP, steel and hybrid reinforcement
title_full Strength curve data for slender geopolymer concrete columns with GFRP, steel and hybrid reinforcement
title_fullStr Strength curve data for slender geopolymer concrete columns with GFRP, steel and hybrid reinforcement
title_full_unstemmed Strength curve data for slender geopolymer concrete columns with GFRP, steel and hybrid reinforcement
title_sort strength curve data for slender geopolymer concrete columns with gfrp, steel and hybrid reinforcement
publisher Elsevier
publishDate 2021
url https://doaj.org/article/7a42c139418f47efb9c8c924b36b4273
work_keys_str_mv AT mohammadalhamaydeh strengthcurvedataforslendergeopolymerconcretecolumnswithgfrpsteelandhybridreinforcement
AT fouadmostafaamin strengthcurvedataforslendergeopolymerconcretecolumnswithgfrpsteelandhybridreinforcement
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