NDLI: Data for Interaction Diagrams of Geopolymer FRC Slender Columns with Double-Layer GFRP and Steel Reinforcement

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Data for Interaction Diagrams of Geopolymer FRC Slender Columns with Double-Layer GFRP and Steel Reinforcement

Content Provider	MDPI
Author	AlHamaydeh, Mohammad Amin, Fouad
Copyright Year	2021
Description	This article provides data of axial load-bending moment capacities of plain and fiber-reinforced geopolymer concrete (GPC, FRGPC) columns. The columns were reinforced by double layers of longitudinal and transverse reinforcement using steel and/or glass-fiber-reinforced polymer (GFRP) bars. The concrete fiber-reinforcing materials included steel and synthetic fibers. The columns data included different parameters like the longitudinal reinforcement ratio, the applied load eccentricity, and the columns’ slenderness ratio. The data was collected from different analysis output files then sorted and tabulated in usable formatted tables. The data can support the development of design axial load-bending moment interactions. In addition, further processing of the data can yield analytical strength curves which are useful in determining the columns stability under different structural loading configurations. Researchers and educators can make use of these data for illustrations and prospective new research suggestions.
Starting Page	43
e-ISSN	23065729
DOI	10.3390/data6050043
Journal	Data
Issue Number	5
Volume Number	6
Language	English
Publisher	MDPI
Publisher Date	2021-04-26
Access Restriction	Open
Subject Keyword	Data Civil Engineering Circular Column Fiber-reinforced Concrete Geopolymer Concrete Glass-fiber-reinforced Polymer (gfrp) Bars Hybrid Reinforcement Interaction Diagram Slenderness Ratio
Content Type	Text
Resource Type	Article

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