Journal of Composites for Construction

Papers
(The TQCC of Journal of Composites for Construction is 11. 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 2022-08-01 to 2026-08-01.)
ArticleCitations
Effect of Strain Rate on the Bond Performance of Carbon Fiber–Reinforced Polymer Tendons in Ultrahigh-Performance Concrete81
Rolling Load Fatigue Experiment on a Bridge Deck Reinforced with a New Design of GFRP Stay-In-Place Form64
Experimental and Numerical Studies on the Behavior of Eccentrically Loaded Square FRP Tube Concrete–Encased Steel Columns44
Prediction of Immediate Deflection and Flexural Capacity of Unbonded Posttensioned Concrete Members Strengthened with External FRP Composites40
Three-Dimensional Finite-Element Modeling of the Thermomechanical Response of GFRP-Reinforced Concrete Slab Strips Subjected to Fire39
Seismic Retrofit of RC Short Columns with Textile-Reinforced Alkali-Activated or Cement-Based Mortars36
Application of CFRP Tendons to Novel Connections of Precast Concrete Deck Panels: Experiments and Analytical Models36
Postfire Axial Compression Behavior of Unloaded RC Columns Strengthened with CFRP Jackets34
Structural Behavior of Hybrid FRP–Concrete–Steel Double-Skin Tubular Arches: Experiments and Numerical Modeling34
Durability Assessment of the First Externally Bonded FRP Repair of a Publicly Owned Bridge in the United States after 26 Years of Service33
Analysis of ASCE 74 Design Equations for Local Flange and Web Buckling of Pultruded GFRP Members30
Characterization of Textile-Reinforced Mortar: State of the Art and Detail-Level Modeling with a Free Open-Source Finite-Element Code28
Experimental Study on Bond Behavior between CFRP–Steel Composite Bars and Coral Sea-Sand Aggregate Seawater Concrete27
Influence of Bolt Threads on the Net Section Tensile Rupture Strength of Single-Bolt Connections in Pultruded Structures27
Influence of Matrix and Cohesive Material Law Characteristics on the Tensile and Bond Behavior of FRCM Systems26
Dilation Characteristics of FRP-Confined Square Engineered Cementitious Composite Columns26
Shear Performance of RC Beams Strengthened with Steel Strand Wire Mesh–Reinforced Engineered Cementitious Composites under Cyclic Loading25
Fire Dynamic Responses of Fiber-Reinforced Polymer Composite Buildings25
Axial Stress–Strain Model of LRS-FRP–Confined Rectangular Concrete Prisms Allowing for the Size Effect and Its Application in Flexural Analysis of Beams25
Anchored Spiral Jacketing: A Novel Approach to Improve the Elevated Temperature Resistance of FRP-Confined Concrete Columns25
Shear Strengthening and Anchorage Effects of CFRP U-Wraps in Flexurally Strengthened Reinforced Concrete Beams24
Long-Term Relaxation Characteristics of Hot-Dip Galvanized High-Strength Bolted Frictional GFRP Joints: An Experimental Study23
Effect of U-Wrap Anchors on Flexural Behavior of Reinforced Concrete Beams Flexurally Strengthened with Externally Bonded CFRP Sheets23
Influence of the PBO-FRCM Composite Configuration on the Shear Capacity of RC Beams23
Condition Assessment Tool for Reduced Strength of Eccentrically Loaded Columns with Damaged FRP Wraps23
Large Rupture Strain FRP-Confined Concrete Columns of Different Sizes: Experiments and Stress–Strain Models23
Axial Compressive Behavior of Predamaged Concrete Cylinders Retrofitted with CFRP Grid-Reinforced ECC23
Experimental and Analytical Investigation of the Pullout Behavior of FRP Bars in Engineered Timber22
FRP Strips Externally Bonded to Quasi-Brittle Substrates: Discussions and Advances of Open Research Topics22
Durability of Bonded Basalt Fiber–Reinforced Polymer Rods in Prestressed Concrete Exposed to Seawater22
Innovative UHP-FRCM Systems for Enhanced Flexural Behavior of RC Beams: Addressing Fabric Slippage and Introducing a New Tension Stiffening Model22
Mesoscale Modeling and Simulation of Size-Dependent Shear Response of Rectangular CFRP-Confined RC Columns22
Implications of Design Standard Requirements and Assumptions for Local Buckling Capacity Calculation of Pultruded GFRP Members22
Experimental Investigation of Fatigue Shear Behavior of RC Beams Strengthened with FRP Bars Using Embedded Through-Section Technique21
NSM GFRP Strengthening of Reinforced Concrete Beams after Exposure to Fire: Experiments and Theoretical Model21
Experimental Study on Wedge Anchorage Performance of Prestressed BFRP Laminates for Flexural Strengthening of Reinforced Concrete Components21
Flexural Behavior of Seawater Sea-Sand Coral Aggregate Concrete Beams Reinforced with FRP Bars20
Pultruded Glass Fiber–Reinforced Polymer Composites under Eccentric Compression Loading20
Tension–Tension Fatigue Behavior of Ribbed Glass Fiber–Reinforced Polymer Bars in Air20
Short- and Long-Term Prestress Losses in Basalt FRP Prestressed Concrete Beams under Sustained Loading20
Innovative Connection Systems for Sand-Coated and Helically Wrapped Glass Fiber–Reinforced Polymer Bars19
The Effect of a Textile-Reinforced Mortar on the Flexural Response of Energy-Improved Infill Walls19
Seismic Performance Assessment of GFRP-RC Circular Columns under High Torsion Combined with Bending and Shear Cyclic Loading19
Influence of Stirrup Corrosion on the Shear Strength of Reinforced Concrete Beams Strengthened with FRP U-Wraps18
Numerical Investigation of Axial Force–Bending Moment Interaction for FRP-Confined Reinforced Concrete Columns with Internal Steel Transverse Reinforcement18
Implementation of Machine Learning in Predicting Pin-Bearing Strength of Aged and Nonaged Pultruded GFRP Composites18
10th International Conference on FRP Composites in Civil Engineering18
Deflection and Cracking of Fiber-Reinforced Self-Consolidated Concrete Beams Reinforced with GFRP Bars under Cyclic Loading18
FRP Shear-Strengthened RC Beams: Re-examining the Shear-Crack Effect17
Evaluation of the Durability and Flexural Performance of BFRP-RC Beams in Aggressive Marine Environments17
Short-Term Performance of New Composite Anchorage with Multiple CFRP Tendons17
Seismic Retrofitting of Realistic Beam–Column Joints with Shear Failure Using FRP Sheets and FRP Anchors17
In-Plane Cyclic Performance of Masonry Walls Retrofitted with Flax Textile–Reinforced Mortar Overlays17
Structural Reliability of GFRP-RC Slab Column Connections Based on a Data-Driven Robust Algorithm: Punching Shear Limit State16
Effect of Spike Anchors in the Bond Behavior of FRCM Systems Applied onto Curved Masonry Substrates16
Stress–Strain Model for FRP-Confined Circular Concrete Columns Developing Structural Softening Behavior16
Mixed-Mode Debonding in CFRP-to-Steel Fiber–Reinforced Concrete Joints16
Strength Model for FRP-Confined Concrete: Comprehensive Database and Reliability-Based Partial Factor Calibration16
Mechanical Properties of a Novel Ultraductile Composite Bar with Spirally Wound FRP Strands16
Residual Load-Carrying Capacity of Hybrid FRP-UHPC-Steel Double-Skin Tubular Column after Lateral Impact15
Reliability-Based Design Aid for Evaluation and FRP Retrofit of Existing RC Bending Members by Considering Project-Specific Conditions15
Tensile Performance of GFRP Bars after Being Sprayed with Shotcrete15
Finite-Element Analysis of GFRP-Reinforced Concrete Frame Knee Joints under Closing Loads15
Development of GFRP Monopole Guyed Communication Tower15
Design-Oriented Model of Unified Character to Determine Softening–Hardening Stress–Strain Behavior of FRP-Confined Concrete Columns of General Cross Section15
Failure Mechanism in TRM-Strengthened Damaged Concrete Based on Three-Dimensional Mesoscale Modeling15
Evaluation of Stability Resistance Factor for Slender Concrete Columns Internally Reinforced with Fiber-Reinforced Polymer Bars15
Experimental Investigation of Concrete Beams Reinforced with Glass Fiber–Reinforced Polymer Bars15
Novel Embedded FRP Anchor for RC Beams Strengthened in Flexure with NSM FRP Bars: Concept and Behavior14
Cyclic Stress–Strain Behavior and Model for FRP-Confined Engineered Cementitious Composite14
Simplified Second-Order Analysis of Slender FRP-Reinforced Concrete Columns Using the Nominal Curvature Method14
Fatigue Behavior of UHPC Beams Prestressed with External CFRP Tendons14
Influence of Axial Load and Transverse Impact Velocity on the Behavior of Concrete Shear Walls Reinforced with GFRP Bars13
Innovative FRP-Reinforced Self-Bearing Arches13
Axial Compressive Behavior of Slender Circular Columns Made of Green Concrete and Double Layers of Steel and GFRP Reinforcement13
Flexural Strengthening of Concrete Structures Using Externally Bonded and Unbonded Prestressed CFRP Laminates: A Literature Review13
Rapid Visualization of FRP–Concrete Interfacial Defects Using Scanning Array Infrared Thermography13
Performance of GFRP-Reinforced Concrete Corbels under Monotonic Loading13
Predicting Strength of FRP-Reinforced Concrete Deep Beams with Stirrups Using the Indeterminate Strut–Tie Method13
Performance of Compression Yielded FRP-Reinforced Concrete Beams with T Sections13
Theoretical Analysis of Behavior of FRP-Strengthened Reinforced Concrete Members Subjected to Combined Torsion and Biaxial Bending13
Experimental Study and Analysis of the Pullout Properties of Glued-In Rods Inserted Parallel to Grain in Side-Pressure Laminated Bamboo Lumber13
Contribution of Closed Ties to Shear Strength of GFRP-Reinforced Precast Concrete Tunnel Lining Segments: Experimental and Analytical Study12
Behavior and Modeling of Hybrid CFRP/Steel Reinforced Concrete Beams with Cathodic Protection in a Marine Environment12
Editor’s Note12
Fire Behavior of GFRP-Reinforced Concrete Structural Members: A State-of-the-Art Review12
Simulation of Bond Behavior of FRP–Concrete Joints Using the Lattice Discrete Particle Model12
Axial Compression Behavior of Square RC Columns Confined with Textile-Reinforced Ultrahigh-Toughness Cementitious Composite Jackets12
Physical and Mechanical Properties and Durability Characteristics of New Pultruded GFRP Bars with Thermoplastic Resin12
Mechanical Properties of Glass FRP Bars with Aluminum Alloy Ribs Anchorage12
Tensile Testing of FRCM Coupons for Material Characterization: Discussion of Critical Aspects11
Size Effects on Mode I and Mode II Fracture Behavior of FRP–Steel Bonded Interface: Experimental and Numerical Investigation11
Near-Surface-Mounted CFRP for Strengthening Concavely Curved Soffit RC Beams: Experimental and Analytical Investigation11
FRP–Concrete–Steel Double-Skin Tubular Columns with UHPC/ECC: Concept and Compressive Behavior under Concentric Loading11
Flexural Behavior and Design of Ultrahigh-Performance Concrete Beams Reinforced with GFRP Bars11
Importance of Concrete Mesoscale Structure on Bond-Slip Behavior of Externally Bonded CFRP Strips11
Axial Compressive Behavior of Concrete Confined by Sustainable Lightweight Fabric-Reinforced Cementitious Matrix11
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