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 2021-02-01 to 2025-02-01.)
ArticleCitations
Crack-Based Evaluation of Internally FRP-Reinforced Concrete Deep Beams without Shear Reinforcement71
Structural Behavior of Hybrid FRP–Concrete–Steel Double-Skin Tubular Arches: Experiments and Numerical Modeling64
Assessment of FRP–Concrete Interfacial Debonding with Coupled Mixed-Mode Cohesive Zone Model47
Consistency of Bond–Slip Models in Simulating the Bond between ETS-FRP Bars and Concrete and the Shear Contribution of the Strengthening System40
Enhancement of FRP Cable Anchor System: Optimization of Load Transfer Component and Full-Scale Cable Experiment37
Influence of Axial Load and Transverse Impact Velocity on the Behavior of Concrete Shear Walls Reinforced with GFRP Bars37
Interfacial Behavior of Carbon FRP-to-Granite Joints with Mechanical Fastening32
Cyclic Stress–Strain Behavior and Model for FRP-Confined Engineered Cementitious Composite30
Seismic Retrofit of RC Short Columns with Textile-Reinforced Alkali-Activated or Cement-Based Mortars29
Minimally Invasive FRP Strengthening of External Beam–Column Joints29
Experimental Study on Flexural Cracking and Deformation of Reinforced-Concrete Beams Strengthened with NSM FRP Reinforcement28
Seismic Behavior of Repaired and Externally FRP-Jacketed Short Columns Built with Extremely Low-Strength Concrete27
Compressive Behavior of Masonry Columns Confined with FRCM Systems: Research Overview and Analytical Proposals27
Bundling Effect on Bond and Development Length of Sand-Coated GFRP Bars27
Bond between Sand-Coated GFRP Bars and Normal-Strength, Self-Compacting, and Fiber-Reinforced Concrete under Seawater and Alkaline Solution25
Theoretical Model for the Shear Strength of Prestressed Concrete Beams with FRP Tendons24
Axial Compressive Performance of Hybrid FRP–Concrete–Steel Double-Skin Tubular Columns with Varying Slenderness Ratios in Square-Circle Configuration24
Path-Dependent Stress–Strain Model for FRP-Confined Recycled Brick Aggregate Concrete23
Closure to “Seismic Behavior of GFRP-Reinforced Concrete Interior Beam–Column–Slab Subassemblies” by Shervin K. Ghomi and Ehab El-Salakawy22
GFRP Composite Culverts for Hydraulic and Agricultural Underpasses: Structural Behavior, Design, and Application22
Three-Dimensional Finite-Element Modeling of the Thermomechanical Response of GFRP-Reinforced Concrete Slab Strips Subjected to Fire20
Reviewers20
Application of CFRP Tendons to Novel Connections of Precast Concrete Deck Panels: Experiments and Analytical Models20
Evaluation of Stability Resistance Factor for Slender Concrete Columns Internally Reinforced with Fiber-Reinforced Polymer Bars20
Seismic Performance of RC Short Columns Retrofitted with a Novel System in Shear and Flexure Using CFRP Composites19
Effects of Transverse Steel on the Axial-Compression Strength of FRP-Confined Reinforced Concrete Columns Based on a Numerical Parametric Study18
Residual Load-Carrying Capacity of Hybrid FRP-UHPC-Steel Double-Skin Tubular Column after Lateral Impact17
Numerical Modeling and Performance Assessment of Bridge Column Strengthened by FRP and Polyurea under Combined Collision and Blast Loading16
Effect of Internal Stirrups on the Eccentric Compression Behavior of FRP-Confined RC Columns Based on Finite-Element Analysis16
Fatigue Behavior of UHPC Beams Prestressed with External CFRP Tendons16
Seismic Response of Three-Dimensional Pultruded GFRP Frames16
Seismic Retrofit of Nonuniformly Corroded Coastal Bridge Piers with FRP and Engineered Cementitious Composite Overlays15
Performance of Compression Yielded FRP-Reinforced Concrete Beams with T Sections15
Experimental Investigation on the Behavior of Hollow-Core Glass Fiber-Reinforced Concrete Columns with GFRP Bars15
Monotonic and Fatigue Response of RC Beams Strengthened with Near-End Enhanced Embedment Prestressed CFRP Strips14
Behavior of Different-Sized FRP-Confined Square Compound Concrete Columns Containing Recycled Concrete Lumps14
Cyclic Compressive Behavior of Hybrid FRP-Confined Concrete14
Probabilistic Calibration of Compressive Stress–Strain Models for FRP-Confined Concrete in Square Cross Section Members14
Durability Assessment of the First Externally Bonded FRP Repair of a Publicly Owned Bridge in the United States after 26 Years of Service14
Effect of Size and Slenderness on the Axial-Compressive Behavior of Basalt FRP-Confined Predamaged Concrete14
Performance of FRP-Strengthened Reinforced Concrete Bridge Girders after 12 Years of Service in Coastal Florida14
Shear Strengthening of Reinforced Concrete T-Beams with Anchored CFRP Laminates13
Experimental Study on Bond Behavior between CFRP–Steel Composite Bars and Coral Sea-Sand Aggregate Seawater Concrete13
Flexural Strengthening of Concrete Structures Using Externally Bonded and Unbonded Prestressed CFRP Laminates: A Literature Review13
Performance of UHP-SWSSC-Filled CFRP and GFRP Tubes under Combined Sustained Load and Seawater Exposure13
Concrete Floor with GFRP-Embedded I-Beams and Stay-in-Place Structural Forms12
Characterization of Textile-Reinforced Mortar: State of the Art and Detail-Level Modeling with a Free Open-Source Finite-Element Code12
Out-of-Plane Behavior of In-Plane Damaged Masonry Infills Retrofitted with TRM and Thermal Insulation12
Structural Analysis of a Wind Turbine Blade Repurposed as an Electrical Transmission Pole12
Effect of Strain Rate on the Bond Performance of Carbon Fiber–Reinforced Polymer Tendons in Ultrahigh-Performance Concrete12
FRCM Strengthening of Corrosion-Damaged RC Beams Subjected to Monotonic and Cyclic Loading12
Bond Performance of GFRP Reinforcing Bars under Uniform or Gradient Temperature Distributions12
Improving the Mechanical Performance of Timber Railway Sleepers with Carbon Fabric Reinforcement: An Experimental and Numerical Study12
One-Way Shear Strength of FRP–Reinforced Concrete Members Without Stirrups: Design Provision Review12
Analysis of ASCE 74 Design Equations for Local Flange and Web Buckling of Pultruded GFRP Members12
Development of GFRP Monopole Guyed Communication Tower12
Novel Embedded FRP Anchor for RC Beams Strengthened in Flexure with NSM FRP Bars: Concept and Behavior12
Unified Ultimate Axial Strain Model for Large Rupture Strain FRP–Confined Concrete Based on Energy Approach11
Behavior of CFRP-Strengthened Chamfered Laminated Bamboo Lumber under Eccentric Compression11
Flexural Strength and Serviceability of GFRP-Reinforced Lightweight Self-Consolidating Concrete Beams11
Unified Compressive Strength and Strain Ductility Models for Fully and Partially FRP-Confined Circular, Square, and Rectangular Concrete Columns11
Mechanical Behavior of BFRP Cable Rock Bolts: Experimental and Analytical Study11
Stress–Strain Behavior of FRP-Confined Recycled Aggregate Concrete in Square Columns of Different Sizes11
Experimental and Analytical Behavior of GFRP-Reinforced Concrete Box Girders under Pure Torsion11
Shear Strengthening of RC Beams with U-Wrapped FRCM Composites: State of the Art and Assessment of Available Analytical Models10
Ductile Concrete Columns Enabled by Multilayer Basalt TRM Shells: Confinement Mechanism and Modeling10
Rolling Load Fatigue Experiment on a Bridge Deck Reinforced with a New Design of GFRP Stay-In-Place Form10
Assessment of Resistance Factors for LRFD of Steel Bolted Connections in Pultruded FRP Frames10
Experimental Assessment of Shear Transfer Capacity of GFRP Reinforcement Using the Push-Off Test10
Influence of CFRP Spike Anchors on the Performance of Flexural CFRP Sheets Externally Bonded to Concrete10
Effect of Transverse Reinforcement Ratios and Configurations on the Behavior of Hollow Circular Concrete Columns Reinforced with GFRP under Concentric Loading10
Finite-Element Analysis of GFRP-Reinforced Concrete Frame Knee Joints under Closing Loads10
Interlaminar Shear Strength Retention of GFRP Bars Exposed to Alkaline and Acidic Conditioning and Capacity Prediction Using Artificial Neural Networks10
Behavior of Reinforced Concrete Beams without Stirrups and Strengthened with Basalt Fiber–Reinforced Polymer Sheets9
Large Rupture Strain FRP-Confined Concrete Columns of Different Sizes: Experiments and Stress–Strain Models9
Experimental and Numerical Investigations of Punching Shear Behavior of FRCM-Strengthened Two-Way RC Slabs9
Confinement Characteristics of GFRP-RC Circular Columns under Simulated Earthquake Loading: A Numerical Study9
Theoretical Analysis of Behavior of FRP-Strengthened Reinforced Concrete Members Subjected to Combined Torsion and Biaxial Bending9
Durability of Reinforced Concrete Beams Externally Strengthened with CFRP Laminates under Harsh Climatic Conditions9
Shear Behavior of Post-Tensioned Concrete Beams with Draped FRP Tendons and without Transverse Reinforcement9
Investigation of the Effectiveness of CFRP Strip Ties as Transverse Reinforcement for GFRP Bar–Reinforced Concrete Columns9
Enhancement of Bond Performance of FRP Bars with Seawater Coral Aggregate Concrete by Utilizing Ecoefficient Slag-Based Alkali-Activated Materials9
Contribution of Closed Ties to Shear Strength of GFRP-Reinforced Precast Concrete Tunnel Lining Segments: Experimental and Analytical Study9
Experimental Investigation of Large-Scale Eccentrically Loaded GFRP-Reinforced High-Strength Concrete Columns9
Effect of FRP Spike Anchor Installation Quality and Concrete Repair on the Seismic Behavior of FRP-Strengthened RC Columns9
Investigation on the Impact Response of Concrete Beams Reinforced with Hybrid Steel–BFRP Bars8
Novel Size-Effect Law for Shear Strength of CFRP-Strengthened Lightweight Concrete Deep Beams without Stirrups8
Axial Compressive Behavior of Slender Circular Columns Made of Green Concrete and Double Layers of Steel and GFRP Reinforcement8
FRP Strips Externally Bonded to Quasi-Brittle Substrates: Discussions and Advances of Open Research Topics8
Seismic Strengthening of the Mohaka Township Concrete Bridge with FRP Fabric and FRP Spike Anchors: Case Study in New Zealand8
Flexural Behavior of GFRP–Aluminum Space Truss Strengthened with Prestressed CFRP Tendons: Experimental and Theoretical Study8
Effect of Initial Static Loadings on Dynamic Shear Performance of BFRP-Reinforced Concrete Deep Beams8
Influence of Matrix and Cohesive Material Law Characteristics on the Tensile and Bond Behavior of FRCM Systems8
Development and Validation of a Testing Procedure for Determining Tensile Strength of Bent GFRP Reinforcing Bars8
Cyclic Performance of Square RC Bridge Columns Confined with Combined Steel and BFRP Ties8
Pull-Out Behavior of CFRP Bars in Glued-In Glubam Joints8
Hybridization in FRP Composites for Construction: State-of-the-Art Review and Trends8
Axial Compressive Behavior of Predamaged Concrete Cylinders Retrofitted with CFRP Grid-Reinforced ECC8
Bond Durability of Near-Surface-Mounted BFRP and GFRP Bars in Aggressive Environments7
Fire Dynamic Responses of Fiber-Reinforced Polymer Composite Buildings7
Shear Mechanisms in Fabric-Reinforced Cementitious Matrix Overlays: Experimental and Numerical Investigation7
Improving the Load-Carrying Capacity of FRP-to-Concrete Bonded Joints Using a Biaxial GFRP Interlayer7
Hybrid Use of Externally Embedded FRP Reinforcement for Seismic Retrofitting of Substandard RC Columns7
Theoretical Analysis and Design of Prestressed CFRP-Reinforced Steel Columns7
Optimized Hybrid Carbon-Glass Textile-Reinforced Mortar for Flexural and Shear Strengthening of RC Members7
FRP-Reinforced Concrete–Steel Double-Skin Tubular Coupling Beam Subjected to Reversed Cyclic Loading7
Condition Assessment Tool for Reduced Strength of Eccentrically Loaded Columns with Damaged FRP Wraps7
Experimental Verification of GFRP Bridge Deck Panels Using an Integrated Distributed Fiber Optic Sensing System7
Innovative FRP-Reinforced Self-Bearing Arches7
Investigation of Global and Local Free Vibration of Slender FRP Beams7
Influence of Bolt Threads on the Net Section Tensile Rupture Strength of Single-Bolt Connections in Pultruded Structures7
Predicting Strength of FRP-Reinforced Concrete Deep Beams with Stirrups Using the Indeterminate Strut–Tie Method7
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