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ZENODO
Dataset . 2024
License: CC BY
Data sources: ZENODO
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ZENODO
Dataset . 2021
License: CC BY
Data sources: Datacite
image/svg+xml art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos Open Access logo, converted into svg, designed by PLoS. This version with transparent background. http://commons.wikimedia.org/wiki/File:Open_Access_logo_PLoS_white.svg art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos http://www.plos.org/
ZENODO
Dataset . 2021
License: CC BY
Data sources: ZENODO
ZENODO
Dataset . 2024
License: CC BY
Data sources: Datacite
ZENODO
Dataset . 2024
License: CC BY
Data sources: Datacite
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Strength Curves of Slender Geopolymer Concrete Columns_Dataset

Authors: AlHamaydeh, Mohammad; Amin, Fouad;

Strength Curves of Slender Geopolymer Concrete Columns_Dataset

Abstract

The peer-reviewed data descriptor for this dataset has now been published in Elsevier Data in Brief - an open access journal aiming at enhancing data transparency and reusability, and can be accessed here: https://www.sciencedirect.com/science/article/pii/S2352340921008647. Please use the following citation when using the dataset: AlHamaydeh, Mohammad, and Amin, Fouad. "Strength Curve Data for Slender Geopolymer Concrete Columns with GFRP, Steel and Hybrid Reinforcement," Data in Brief, Vol. 39, December 2021, pp. 107589. DOI: 10.1016/j.dib.2021.107589. This dataset provides the normalized axial strength values for circular concrete columns under different loading conditions. Each file represents a group of columns with the same reinforcement type and strength. Within each file the axial strength values are provided for different reinforcement ratios and loading eccentricities. The provided data can be used for developing analytical strength curves for circular columns. Also, the axial load-bending moment interaction diagrams of the analyzed columns could be developed upon further processing of the provided data. Version v1: Assumes identical compressive and tensile strengths for the GFRP reinforcement. This assumption is made based on the lateral support provided by the concrete surrounding the reinforcement. Version v2: Assumes a more realistic assumption of the compressive strength being 80% of the tensile strength for the reinforcement. Selected supporting references: [1] ACI Committee 440. Guide for the Design and Construction of Structural Concrete Reinforced with FRP Bars, ACI 440.1R-15. vol. 88 Reappro. Farmington Hills, MI : American Concrete Institute: 2015. [2] Hadhood A, Mohamed HM, Benmokrane B. Flexural Stiffness of GFRP- and CFRP-RC Circular Members under Eccentric Loads Based on Experimental and Curvature Analysis. ACI Struct J 2018;115:1185–98. https://doi.org/10.14359/51702235.

Related Organizations
Keywords

strength curves, Slender circular column, geopolymer concrete, glass-fiber-reinforced polymer (GFRP) bars, interaction diagram, hybrid reinforcement, slenderness ratio

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selected citations
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This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
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popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
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influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
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impulse
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