A Dataset of Axial Load-Carrying Capacity of FRCM-Strengthened Concrete Columns under Eccentric Loading

Published: 1 April 2022| Version 1 | DOI: 10.17632/bcpxvtcrwt.1
Contributors:
Mohammad Ali Irandegani, Daxu Zhang, Mahdi Shadabfar

Description

This database comprised of 43 experimental tests of strengthened columns with FRCM system, collected from related literature. There are eight input variables, namely, compressive strength (MP), longitudinal reinforcement (%), fiber (%), Eccentric load (mm), tensile strength of fiber (MPa), young’s modulus of fiber (MPa), height (mm), and cross-section (mm^2) represented in columns C to J of the spreadsheet. Furthermore, the corresponding axial load-carrying capacity of FRCM-strengthened concrete columns, axial load (kN), is reported in column K of the spreadsheet.

Files

Institutions

  • Sharif University of Technology
  • Shanghai Jiao Tong University

Categories

Civil Engineering, Fiber, Concrete Structure, Building Material

Licence