Synergistic Effects of CFRP and Steel Fiber in Slender RC Columns Under Eccentric Compressive Loads: Experimental and Predictive Analysis

Author:

Nematzadeh MahdiORCID,Shakibanasab Farhad,Ahmadi Mohsen,Mousavimehr Mehdi

Publisher

Springer Science and Business Media LLC

Reference69 articles.

1. Naghipour, M.; Ahmadi, M.; Nematzadeh, M.: Effect of concrete confinement level on load-bearing capacity of steel-reinforced concrete (SRC) columns under eccentric loading: Experiment and FEA model, Structures, 2022, 202–213.

2. Aghamaleki, S.T.N.; Naghipour, M.; Amiri, J.V.; Nematzadeh, M.: Compression Behavior of the Concrete-Filled Double Skin Steel Tube Columns Under Hydrostatic Pressure: Experimental and Modeling Study, Structures, p. 105505. Elsevier, Amsterdam (2023)

3. Hu, R.; Fang, Z.; Benmokrane, B.; Fang, W.: Cyclic behaviour of UHPC columns with hybrid CFRP/steel reinforcement bars. Eng. Struct. 238, 112245 (2021)

4. Ahmadi, M.; Naghipour, M.; Nematzadeh, M.: Numerical and experimental investigations on the behavior of steel-reinforced concrete columns subjected to eccentric loading. Int. J. Eng. 33(8), 1529–1543 (2020)

5. Nemati, M.; Nematzadeh, M.; Rahimi, S.: Effect of fresh concrete compression technique on pre-and post-heating compressive behavior of steel fiber-reinforced concrete: experiments and RSM-based optimization. Constr. Build. Mater. 400, 132786 (2023)

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