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,
,

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.

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Institutions

Sharif University of Technology, Shanghai Jiao Tong University

Categories

Civil Engineering, Fiber, Concrete Structure, Building Material

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