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 2022-06-01 to 2026-06-01.)
ArticleCitations
Effect of Strain Rate on the Bond Performance of Carbon Fiber–Reinforced Polymer Tendons in Ultrahigh-Performance Concrete79
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 Composites37
Characterization of Textile-Reinforced Mortar: State of the Art and Detail-Level Modeling with a Free Open-Source Finite-Element Code36
Three-Dimensional Finite-Element Modeling of the Thermomechanical Response of GFRP-Reinforced Concrete Slab Strips Subjected to Fire35
Application of CFRP Tendons to Novel Connections of Precast Concrete Deck Panels: Experiments and Analytical Models34
Structural Behavior of Hybrid FRP–Concrete–Steel Double-Skin Tubular Arches: Experiments and Numerical Modeling33
Analysis of ASCE 74 Design Equations for Local Flange and Web Buckling of Pultruded GFRP Members31
Durability Assessment of the First Externally Bonded FRP Repair of a Publicly Owned Bridge in the United States after 26 Years of Service31
Experimental Study on Bond Behavior between CFRP–Steel Composite Bars and Coral Sea-Sand Aggregate Seawater Concrete28
Postfire Axial Compression Behavior of Unloaded RC Columns Strengthened with CFRP Jackets27
Seismic Retrofit of RC Short Columns with Textile-Reinforced Alkali-Activated or Cement-Based Mortars27
Influence of Bolt Threads on the Net Section Tensile Rupture Strength of Single-Bolt Connections in Pultruded Structures26
Condition Assessment Tool for Reduced Strength of Eccentrically Loaded Columns with Damaged FRP Wraps24
Influence of Matrix and Cohesive Material Law Characteristics on the Tensile and Bond Behavior of FRCM Systems23
Effect of U-Wrap Anchors on Flexural Behavior of Reinforced Concrete Beams Flexurally Strengthened with Externally Bonded CFRP Sheets23
Dilation Characteristics of FRP-Confined Square Engineered Cementitious Composite Columns23
Axial Compressive Behavior of Predamaged Concrete Cylinders Retrofitted with CFRP Grid-Reinforced ECC23
Axial Stress–Strain Model of LRS-FRP–Confined Rectangular Concrete Prisms Allowing for the Size Effect and Its Application in Flexural Analysis of Beams22
Fire Dynamic Responses of Fiber-Reinforced Polymer Composite Buildings22
FRP Strips Externally Bonded to Quasi-Brittle Substrates: Discussions and Advances of Open Research Topics22
Influence of the PBO-FRCM Composite Configuration on the Shear Capacity of RC Beams22
Shear Performance of RC Beams Strengthened with Steel Strand Wire Mesh–Reinforced Engineered Cementitious Composites under Cyclic Loading22
Anchored Spiral Jacketing: A Novel Approach to Improve the Elevated Temperature Resistance of FRP-Confined Concrete Columns22
Innovative UHP-FRCM Systems for Enhanced Flexural Behavior of RC Beams: Addressing Fabric Slippage and Introducing a New Tension Stiffening Model21
Experimental and Analytical Investigation of the Pullout Behavior of FRP Bars in Engineered Timber20
Shear Strengthening and Anchorage Effects of CFRP U-Wraps in Flexurally Strengthened Reinforced Concrete Beams20
Long-Term Relaxation Characteristics of Hot-Dip Galvanized High-Strength Bolted Frictional GFRP Joints: An Experimental Study20
Mesoscale Modeling and Simulation of Size-Dependent Shear Response of Rectangular CFRP-Confined RC Columns20
NSM GFRP Strengthening of Reinforced Concrete Beams after Exposure to Fire: Experiments and Theoretical Model20
Large Rupture Strain FRP-Confined Concrete Columns of Different Sizes: Experiments and Stress–Strain Models20
Experimental Investigation of Fatigue Shear Behavior of RC Beams Strengthened with FRP Bars Using Embedded Through-Section Technique19
Short- and Long-Term Prestress Losses in Basalt FRP Prestressed Concrete Beams under Sustained Loading19
Pultruded Glass Fiber–Reinforced Polymer Composites under Eccentric Compression Loading19
Experimental Study on Wedge Anchorage Performance of Prestressed BFRP Laminates for Flexural Strengthening of Reinforced Concrete Components19
Tension–Tension Fatigue Behavior of Ribbed Glass Fiber–Reinforced Polymer Bars in Air19
Flexural Behavior of Seawater Sea-Sand Coral Aggregate Concrete Beams Reinforced with FRP Bars19
Durability of Bonded Basalt Fiber–Reinforced Polymer Rods in Prestressed Concrete Exposed to Seawater19
Seismic Performance Assessment of GFRP-RC Circular Columns under High Torsion Combined with Bending and Shear Cyclic Loading18
Innovative Connection Systems for Sand-Coated and Helically Wrapped Glass Fiber–Reinforced Polymer Bars18
Implementation of Machine Learning in Predicting Pin-Bearing Strength of Aged and Nonaged Pultruded GFRP Composites18
The Effect of a Textile-Reinforced Mortar on the Flexural Response of Energy-Improved Infill Walls18
FRP Shear-Strengthened RC Beams: Re-examining the Shear-Crack Effect17
Influence of Stirrup Corrosion on the Shear Strength of Reinforced Concrete Beams Strengthened with FRP U-Wraps17
10th International Conference on FRP Composites in Civil Engineering17
Deflection and Cracking of Fiber-Reinforced Self-Consolidated Concrete Beams Reinforced with GFRP Bars under Cyclic Loading17
Strength Model for FRP-Confined Concrete: Comprehensive Database and Reliability-Based Partial Factor Calibration17
Numerical Investigation of Axial Force–Bending Moment Interaction for FRP-Confined Reinforced Concrete Columns with Internal Steel Transverse Reinforcement17
Seismic Retrofitting of Realistic Beam–Column Joints with Shear Failure Using FRP Sheets and FRP Anchors16
Stress–Strain Model for FRP-Confined Circular Concrete Columns Developing Structural Softening Behavior16
Evaluation of the Durability and Flexural Performance of BFRP-RC Beams in Aggressive Marine Environments16
Short-Term Performance of New Composite Anchorage with Multiple CFRP Tendons16
Discussion of “Durability Assessment of 15- to 20-Year-Old GFRP Bars Extracted from Bridges in the US. II: GFRP Bar Assessment” by Ali F. Al-Khafaji, Rudy T. Haluza, Vanessa Benzecry, John J. Myers, C16
Reliability-Based Calibration of New Design Procedure for Reinforced Concrete Columns under Simultaneous Confinement by Fiber-Reinforced Polymers and Steel16
Mixed-Mode Debonding in CFRP-to-Steel Fiber–Reinforced Concrete Joints15
Mechanical Properties of a Novel Ultraductile Composite Bar with Spirally Wound FRP Strands15
Structural Reliability of GFRP-RC Slab Column Connections Based on a Data-Driven Robust Algorithm: Punching Shear Limit State15
In-Plane Cyclic Performance of Masonry Walls Retrofitted with Flax Textile–Reinforced Mortar Overlays15
Effect of Spike Anchors in the Bond Behavior of FRCM Systems Applied onto Curved Masonry Substrates15
Data-Driven Flexural Stiffness Model of FRP-Reinforced Concrete Slender Columns15
Experimental Investigation of Concrete Beams Reinforced with Glass Fiber–Reinforced Polymer Bars15
Simplified Second-Order Analysis of Slender FRP-Reinforced Concrete Columns Using the Nominal Curvature Method14
Failure Mechanism in TRM-Strengthened Damaged Concrete Based on Three-Dimensional Mesoscale Modeling14
Influence of Axial Load and Transverse Impact Velocity on the Behavior of Concrete Shear Walls Reinforced with GFRP Bars14
Finite-Element Analysis of GFRP-Reinforced Concrete Frame Knee Joints under Closing Loads14
Design-Oriented Model of Unified Character to Determine Softening–Hardening Stress–Strain Behavior of FRP-Confined Concrete Columns of General Cross Section14
Development of GFRP Monopole Guyed Communication Tower14
Reliability-Based Design Aid for Evaluation and FRP Retrofit of Existing RC Bending Members by Considering Project-Specific Conditions14
Fatigue Behavior of UHPC Beams Prestressed with External CFRP Tendons13
Novel Embedded FRP Anchor for RC Beams Strengthened in Flexure with NSM FRP Bars: Concept and Behavior13
Performance of Compression Yielded FRP-Reinforced Concrete Beams with T Sections13
Evaluation of Stability Resistance Factor for Slender Concrete Columns Internally Reinforced with Fiber-Reinforced Polymer Bars13
Residual Load-Carrying Capacity of Hybrid FRP-UHPC-Steel Double-Skin Tubular Column after Lateral Impact13
Compressive Behavior of Masonry Columns Confined with FRCM Systems: Research Overview and Analytical Proposals13
Innovative FRP-Reinforced Self-Bearing Arches12
Tensile Performance of GFRP Bars after Being Sprayed with Shotcrete12
Theoretical Analysis of Behavior of FRP-Strengthened Reinforced Concrete Members Subjected to Combined Torsion and Biaxial Bending12
Cyclic Stress–Strain Behavior and Model for FRP-Confined Engineered Cementitious Composite12
Experimental Study and Analysis of the Pullout Properties of Glued-In Rods Inserted Parallel to Grain in Side-Pressure Laminated Bamboo Lumber12
Predicting Strength of FRP-Reinforced Concrete Deep Beams with Stirrups Using the Indeterminate Strut–Tie Method12
Performance of GFRP-Reinforced Concrete Corbels under Monotonic Loading12
Flexural Strengthening of Concrete Structures Using Externally Bonded and Unbonded Prestressed CFRP Laminates: A Literature Review12
Axial Compressive Behavior of Slender Circular Columns Made of Green Concrete and Double Layers of Steel and GFRP Reinforcement12
Rapid Visualization of FRP–Concrete Interfacial Defects Using Scanning Array Infrared Thermography12
Shear Strength Prediction of Slender Concrete Beams Reinforced with FRP Rebar Using Data-Driven Machine Learning Algorithms11
Contribution of Closed Ties to Shear Strength of GFRP-Reinforced Precast Concrete Tunnel Lining Segments: Experimental and Analytical Study11
Behavior and Modeling of Hybrid CFRP/Steel Reinforced Concrete Beams with Cathodic Protection in a Marine Environment11
Fire Behavior of GFRP-Reinforced Concrete Structural Members: A State-of-the-Art Review11
Mechanical Properties of Glass FRP Bars with Aluminum Alloy Ribs Anchorage11
Physical and Mechanical Properties and Durability Characteristics of New Pultruded GFRP Bars with Thermoplastic Resin11
Flexural Behavior and Design of Ultrahigh-Performance Concrete Beams Reinforced with GFRP Bars11
Axial Compression Behavior of Square RC Columns Confined with Textile-Reinforced Ultrahigh-Toughness Cementitious Composite Jackets11
Simulation of Bond Behavior of FRP–Concrete Joints Using the Lattice Discrete Particle Model11
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