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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2021
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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) |
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DOAJ |
language |
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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 |
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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 |
_version_ |
1718415984360947712 |