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

Author

Listed:
  • Mohammad AlHamaydeh

    (Department of Civil Engineering, College of Engineering, American University of Sharjah, Sharjah 26666, United Arab Emirates)

  • Fouad Amin

    (Department of Civil Engineering, College of Engineering, American University of Sharjah, Sharjah 26666, United Arab Emirates
    Structural Engineering Department, Faculty of Engineering, Mansoura University, Mansoura 35516, Egypt)

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.

Suggested Citation

  • Mohammad AlHamaydeh & Fouad Amin, 2021. "Data for Interaction Diagrams of Geopolymer FRC Slender Columns with Double-Layer GFRP and Steel Reinforcement," Data, MDPI, vol. 6(5), pages 1-7, April.
    • Handle: RePEc:gam:jdataj:v:6:y:2021:i:5:p:43-:d:543441
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    Cited by:

    1. Abdul Saboor Karzad & Zaid A. Al-Sadoon & Abdullah Sagheer & Mohammad AlHamaydeh, 2022. "Experimental and Nonlinear Finite Element Analysis Data for an Innovative Buckling Restrained Bracing System to Rehabilitate Seismically Deficient Structures," Data, MDPI, vol. 7(12), pages 1-12, November.

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