Abstract
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.
Highlights
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The provided dataset represents a group of axial load-bending moment tables for slender columns with double-layer reinforcement
The data included a variation in different design parameters like longitudinal reinforcement ratio, longitudinal and transverse reinforcement type, fiber reinforcement type, and the columns’ slenderness ratios
Summary
The provided dataset represents a group of axial load-bending moment tables for slender columns with double-layer reinforcement. Afterwards, the data were sorted and listed in nine files in an appropriate representation form. The axial load and bending moment capacities can provide a better understanding of the behavior of slender columns with various design configurations under different loading conditions. The dataset can be used to develop interaction diagrams and analytical strength curves as introduced by [1,2,3,4]. It can provide recommendations for further analytical and experimental investigations.
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