Journal of Composites for Construction

Papers
(The TQCC of Journal of Composites for Construction is 7. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2021-04-01 to 2025-04-01.)
ArticleCitations
Experimental and Numerical Study of Concrete Columns Reinforced with BFRP and Steel Bars under Eccentric Loading74
Structural Behavior of Hybrid FRP–Concrete–Steel Double-Skin Tubular Arches: Experiments and Numerical Modeling69
Consistency of Bond–Slip Models in Simulating the Bond between ETS-FRP Bars and Concrete and the Shear Contribution of the Strengthening System47
Bond between Sand-Coated GFRP Bars and Normal-Strength, Self-Compacting, and Fiber-Reinforced Concrete under Seawater and Alkaline Solution45
Influence of Axial Load and Transverse Impact Velocity on the Behavior of Concrete Shear Walls Reinforced with GFRP Bars43
Minimally Invasive FRP Strengthening of External Beam–Column Joints40
Cyclic Stress–Strain Behavior and Model for FRP-Confined Engineered Cementitious Composite40
Experimental Study on Flexural Cracking and Deformation of Reinforced-Concrete Beams Strengthened with NSM FRP Reinforcement37
Bundling Effect on Bond and Development Length of Sand-Coated GFRP Bars33
Shear Strengthening of Reinforced Concrete T-Beams with Anchored CFRP Laminates31
Flexural Strengthening of Concrete Structures Using Externally Bonded and Unbonded Prestressed CFRP Laminates: A Literature Review30
Fatigue Behavior of UHPC Beams Prestressed with External CFRP Tendons29
Crack-Based Evaluation of Internally FRP-Reinforced Concrete Deep Beams without Shear Reinforcement28
Interfacial Behavior of Carbon FRP-to-Granite Joints with Mechanical Fastening27
Axial Compressive Performance of Hybrid FRP–Concrete–Steel Double-Skin Tubular Columns with Varying Slenderness Ratios in Square-Circle Configuration26
Theoretical Model for the Shear Strength of Prestressed Concrete Beams with FRP Tendons25
Path-Dependent Stress–Strain Model for FRP-Confined Recycled Brick Aggregate Concrete24
Reviewers22
GFRP Composite Culverts for Hydraulic and Agricultural Underpasses: Structural Behavior, Design, and Application22
Evaluation of Stability Resistance Factor for Slender Concrete Columns Internally Reinforced with Fiber-Reinforced Polymer Bars21
Unified Compressive Strength and Strain Ductility Models for Fully and Partially FRP-Confined Circular, Square, and Rectangular Concrete Columns20
Application of CFRP Tendons to Novel Connections of Precast Concrete Deck Panels: Experiments and Analytical Models20
Enhancement of FRP Cable Anchor System: Optimization of Load Transfer Component and Full-Scale Cable Experiment20
Three-Dimensional Finite-Element Modeling of the Thermomechanical Response of GFRP-Reinforced Concrete Slab Strips Subjected to Fire20
Unified Ultimate Axial Strain Model for Large Rupture Strain FRP–Confined Concrete Based on Energy Approach19
Mechanical Behavior of BFRP Cable Rock Bolts: Experimental and Analytical Study19
Experimental and Analytical Behavior of GFRP-Reinforced Concrete Box Girders under Pure Torsion19
Effects of Transverse Steel on the Axial-Compression Strength of FRP-Confined Reinforced Concrete Columns Based on a Numerical Parametric Study18
Simplified Second-Order Analysis of Slender FRP-Reinforced Concrete Columns Using the Nominal Curvature Method18
Behavior of CFRP-Strengthened Chamfered Laminated Bamboo Lumber under Eccentric Compression18
Seismic Performance of RC Short Columns Retrofitted with a Novel System in Shear and Flexure Using CFRP Composites18
Effect of Internal Stirrups on the Eccentric Compression Behavior of FRP-Confined RC Columns Based on Finite-Element Analysis17
Seismic Response of Three-Dimensional Pultruded GFRP Frames17
Seismic Retrofit of Nonuniformly Corroded Coastal Bridge Piers with FRP and Engineered Cementitious Composite Overlays17
Experimental Investigation on the Behavior of Hollow-Core Glass Fiber-Reinforced Concrete Columns with GFRP Bars16
Probabilistic Calibration of Compressive Stress–Strain Models for FRP-Confined Concrete in Square Cross Section Members16
Compressive Behavior of Masonry Columns Confined with FRCM Systems: Research Overview and Analytical Proposals16
Monotonic and Fatigue Response of RC Beams Strengthened with Near-End Enhanced Embedment Prestressed CFRP Strips16
Performance of UHP-SWSSC-Filled CFRP and GFRP Tubes under Combined Sustained Load and Seawater Exposure15
Experimental Study on Bond Behavior between CFRP–Steel Composite Bars and Coral Sea-Sand Aggregate Seawater Concrete15
Performance of FRP-Strengthened Reinforced Concrete Bridge Girders after 12 Years of Service in Coastal Florida15
Durability Assessment of the First Externally Bonded FRP Repair of a Publicly Owned Bridge in the United States after 26 Years of Service15
Cyclic Compressive Behavior of Hybrid FRP-Confined Concrete15
One-Way Shear Strength of FRP–Reinforced Concrete Members Without Stirrups: Design Provision Review15
Characterization of Textile-Reinforced Mortar: State of the Art and Detail-Level Modeling with a Free Open-Source Finite-Element Code14
Concrete Floor with GFRP-Embedded I-Beams and Stay-in-Place Structural Forms14
Analysis of ASCE 74 Design Equations for Local Flange and Web Buckling of Pultruded GFRP Members14
Improving the Mechanical Performance of Timber Railway Sleepers with Carbon Fabric Reinforcement: An Experimental and Numerical Study14
Effect of Strain Rate on the Bond Performance of Carbon Fiber–Reinforced Polymer Tendons in Ultrahigh-Performance Concrete14
Assessment of FRP–Concrete Interfacial Debonding with Coupled Mixed-Mode Cohesive Zone Model13
Time-Dependent Behavior of Single Pin–Bearing Connections in Pultruded Fiber-Reinforced Polymer Materials under Normal and Elevated Service Temperatures13
Development of GFRP Monopole Guyed Communication Tower13
Behavior of Different-Sized FRP-Confined Square Compound Concrete Columns Containing Recycled Concrete Lumps13
Out-of-Plane Behavior of In-Plane Damaged Masonry Infills Retrofitted with TRM and Thermal Insulation13
Influence of CFRP Spike Anchors on the Performance of Flexural CFRP Sheets Externally Bonded to Concrete12
Experimental Assessment of Shear Transfer Capacity of GFRP Reinforcement Using the Push-Off Test12
Novel Embedded FRP Anchor for RC Beams Strengthened in Flexure with NSM FRP Bars: Concept and Behavior12
Ductile Concrete Columns Enabled by Multilayer Basalt TRM Shells: Confinement Mechanism and Modeling12
Shear Strengthening of RC Beams with U-Wrapped FRCM Composites: State of the Art and Assessment of Available Analytical Models11
Stress–Strain Behavior of FRP-Confined Recycled Aggregate Concrete in Square Columns of Different Sizes11
Finite-Element Analysis of GFRP-Reinforced Concrete Frame Knee Joints under Closing Loads11
Flexural Strength and Serviceability of GFRP-Reinforced Lightweight Self-Consolidating Concrete Beams11
Interlaminar Shear Strength Retention of GFRP Bars Exposed to Alkaline and Acidic Conditioning and Capacity Prediction Using Artificial Neural Networks11
Structural Analysis of a Wind Turbine Blade Repurposed as an Electrical Transmission Pole11
Rolling Load Fatigue Experiment on a Bridge Deck Reinforced with a New Design of GFRP Stay-In-Place Form11
Bond Performance of GFRP Reinforcing Bars under Uniform or Gradient Temperature Distributions10
Residual Load-Carrying Capacity of Hybrid FRP-UHPC-Steel Double-Skin Tubular Column after Lateral Impact10
Numerical Modeling and Performance Assessment of Bridge Column Strengthened by FRP and Polyurea under Combined Collision and Blast Loading10
Seismic Behavior of Repaired and Externally FRP-Jacketed Short Columns Built with Extremely Low-Strength Concrete10
Seismic Retrofit of RC Short Columns with Textile-Reinforced Alkali-Activated or Cement-Based Mortars10
FRCM Strengthening of Corrosion-Damaged RC Beams Subjected to Monotonic and Cyclic Loading10
Effect of Size and Slenderness on the Axial-Compressive Behavior of Basalt FRP-Confined Predamaged Concrete10
Assessment of Resistance Factors for LRFD of Steel Bolted Connections in Pultruded FRP Frames9
Contribution of Closed Ties to Shear Strength of GFRP-Reinforced Precast Concrete Tunnel Lining Segments: Experimental and Analytical Study9
Confinement Characteristics of GFRP-RC Circular Columns under Simulated Earthquake Loading: A Numerical Study9
Axial Compressive Behavior of Slender Circular Columns Made of Green Concrete and Double Layers of Steel and GFRP Reinforcement9
Effect of Transverse Reinforcement Ratios and Configurations on the Behavior of Hollow Circular Concrete Columns Reinforced with GFRP under Concentric Loading9
Pull-Out Behavior of CFRP Bars in Glued-In Glubam Joints9
Investigation of the Effectiveness of CFRP Strip Ties as Transverse Reinforcement for GFRP Bar–Reinforced Concrete Columns9
Experimental Investigation of Large-Scale Eccentrically Loaded GFRP-Reinforced High-Strength Concrete Columns9
Enhancement of Bond Performance of FRP Bars with Seawater Coral Aggregate Concrete by Utilizing Ecoefficient Slag-Based Alkali-Activated Materials9
Performance of Compression Yielded FRP-Reinforced Concrete Beams with T Sections9
Durability of Reinforced Concrete Beams Externally Strengthened with CFRP Laminates under Harsh Climatic Conditions9
Effect of Initial Static Loadings on Dynamic Shear Performance of BFRP-Reinforced Concrete Deep Beams9
GFRP Stirrups as Shear Friction Reinforcement for Different Concrete Interfaces8
Development and Validation of a Testing Procedure for Determining Tensile Strength of Bent GFRP Reinforcing Bars8
Theoretical Analysis and Design of Prestressed CFRP-Reinforced Steel Columns8
Bond Durability of Near-Surface-Mounted BFRP and GFRP Bars in Aggressive Environments8
Seismic Strengthening of the Mohaka Township Concrete Bridge with FRP Fabric and FRP Spike Anchors: Case Study in New Zealand8
Influence of Matrix and Cohesive Material Law Characteristics on the Tensile and Bond Behavior of FRCM Systems8
Effects of CFRP U-Wraps on the Behavior of NSM GFRP Retrofitted Reinforced Concrete Beams8
Optimized Hybrid Carbon-Glass Textile-Reinforced Mortar for Flexural and Shear Strengthening of RC Members8
Innovative FRP-Reinforced Self-Bearing Arches8
Long-Term Relaxation Characteristics of Hot-Dip Galvanized High-Strength Bolted Frictional GFRP Joints: An Experimental Study8
Experimental and Numerical Investigations of Punching Shear Behavior of FRCM-Strengthened Two-Way RC Slabs8
Cyclic Performance of Square RC Bridge Columns Confined with Combined Steel and BFRP Ties8
Axial Stress–Strain Model of LRS-FRP–Confined Rectangular Concrete Prisms Allowing for the Size Effect and Its Application in Flexural Analysis of Beams8
Development of Optimal Anchor for Basalt Fiber–Reinforced Polymer Rods7
Stiffness Degradation of Textile-Reinforced Mortar under Unloading–Reloading Tensile Cycles7
Experimental Verification of GFRP Bridge Deck Panels Using an Integrated Distributed Fiber Optic Sensing System7
Behavior of Reinforced Concrete Beams without Stirrups and Strengthened with Basalt Fiber–Reinforced Polymer Sheets7
Effect of U-Wrap Anchors on Flexural Behavior of Reinforced Concrete Beams Flexurally Strengthened with Externally Bonded CFRP Sheets7
Predicting Strength of FRP-Reinforced Concrete Deep Beams with Stirrups Using the Indeterminate Strut–Tie Method7
Improving the Load-Carrying Capacity of FRP-to-Concrete Bonded Joints Using a Biaxial GFRP Interlayer7
Investigation of Global and Local Free Vibration of Slender FRP Beams7
Condition Assessment Tool for Reduced Strength of Eccentrically Loaded Columns with Damaged FRP Wraps7
Experimental Behavior of UHPC Shear Walls with Hybrid Reinforcement of CFRP and Steel Bars under Lateral Cyclic Load7
Direct Strength Method–Based Approach for Strength Prediction of Pultruded GFRP Angle Columns7
Fire Dynamic Responses of Fiber-Reinforced Polymer Composite Buildings7
FRP-Reinforced Concrete–Steel Double-Skin Tubular Coupling Beam Subjected to Reversed Cyclic Loading7
Influence of Bolt Threads on the Net Section Tensile Rupture Strength of Single-Bolt Connections in Pultruded Structures7
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