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    NSM CFRP Prestressing Techniques with Strengthening Potential for Simultaneously Enhancing Load Capacity and Ductility Performance 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 005
    Author(s): Mohammadali Rezazadeh; Honeyeh Ramezansefat; Joaquim Barros
    Publisher: American Society of Civil Engineers
    Abstract: The ductility performance of reinforced concrete (RC) members strengthened with carbon-fiber-reinforced polymer (CFRP) reinforcement using near-surface-mounted (NSM) technique has a tendency to decrease with the increase ...
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    NSM CFRP Prestressing Techniques with Strengthening Potential for Simultaneously Enhancing Load Capacity and Ductility Performance 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 005
    Author(s): Mohammadali Rezazadeh; Honeyeh Ramezansefat; Joaquim Barros
    Publisher: American Society of Civil Engineers
    Abstract: The ductility performance of reinforced concrete (RC) members strengthened with carbon-fiber-reinforced polymer (CFRP) reinforcement using near-surface-mounted (NSM) technique has a tendency to decrease with the increase ...
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    Analytical Model to Predict Dilation Behavior of FRP Confined Circular Concrete Columns Subjected to Axial Compressive Loading 

    Source: Journal of Composites for Construction:;2020:;Volume ( 024 ):;issue: 006
    Author(s): Javad Shayanfar; Mohammadali Rezazadeh; Joaquim A. Barros
    Publisher: ASCE
    Abstract: Experimental research and real-case applications are demonstrating that the use of fiber–reinforced polymer (FRP) composite materials can be a solution to substantially improve circular cross section concrete columns in ...
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    Stress–Strain Model for FRP-Confined Circular Concrete Columns Developing Structural Softening Behavior 

    Source: Journal of Composites for Construction:;2024:;Volume ( 028 ):;issue: 001:;page 04023065-1
    Author(s): Javad Shayanfar; Joaquim A. O. Barros; Mohammadali Rezazadeh
    Publisher: ASCE
    Abstract: Even though several stress–strain models have been proposed for fiber-reinforced polymer (FRP)-confined concrete columns subjected to axial compressive loading, very few models can predict an axial response featuring ...
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    Unified Compressive Strength and Strain Ductility Models for Fully and Partially FRP-Confined Circular, Square, and Rectangular Concrete Columns 

    Source: Journal of Composites for Construction:;2023:;Volume ( 027 ):;issue: 006:;page 04023053-1
    Author(s): Javad Shayanfar; Joaquim A. O. Barros; Mohammadmahdi Abedi; Mohammadali Rezazadeh
    Publisher: ASCE
    Abstract: Determination of fiber-reinforced polymer (FRP) confinement-induced improvements in the mechanical properties of concrete columns under compression is a current concern, particularly if partial confinement applied on a ...
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