Journal of Composites for Construction

Papers
(The median citation count of Journal of Composites for Construction is 5. 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
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 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
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
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
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
Experimental Investigation of Concrete Beams Reinforced with Glass Fiber–Reinforced Polymer Bars15
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
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
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
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
Contribution of Closed Ties to Shear Strength of GFRP-Reinforced Precast Concrete Tunnel Lining Segments: Experimental and Analytical Study11
Shear Strength Prediction of Slender Concrete Beams Reinforced with FRP Rebar Using Data-Driven Machine Learning Algorithms11
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
Axial Compressive Behavior of Concrete Confined by Sustainable Lightweight Fabric-Reinforced Cementitious Matrix10
Bond Behavior of Straight and Bent Glass Fiber–Reinforced Polymer Bars at Elevated Temperatures: Pull-Out Tests and Numerical Simulations10
Deformation Capacity Analysis of Large Rupture Strain FRP-Confined Concrete with Local Stress–Strain Effects10
FRP–Concrete–Steel Double-Skin Tubular Columns with UHPC/ECC: Concept and Compressive Behavior under Concentric Loading10
Flexural Capacity of Fiber-Reinforced Polymer-Confined Concrete Column–Ring Beam Exterior Joints under Low Cyclic Loading10
Importance of Concrete Mesoscale Structure on Bond-Slip Behavior of Externally Bonded CFRP Strips10
Behavior of GFRP-Reinforced Concrete Members under Combined Bending Moment and Low Axial Load10
Tensile Testing of FRCM Coupons for Material Characterization: Discussion of Critical Aspects10
Residual Flexural Behavior of PBO FRCM-Strengthened Reinforced Concrete Beams after Exposure to Elevated Temperatures10
Closure to “Assessment of Resistance Factors for LRFD of Steel Bolted Connections in Pultruded FRP Frames”10
Near-Surface-Mounted CFRP for Strengthening Concavely Curved Soffit RC Beams: Experimental and Analytical Investigation10
Experimental Study on the Flexural Performance of GFRP-Reinforced Concrete Beams with a Prefabricated Permanent UHPC Formwork10
Size Effects on Mode I and Mode II Fracture Behavior of FRP–Steel Bonded Interface: Experimental and Numerical Investigation10
Compressive Behavior of Large-Scale PEN and PET FRP–Confined RC Columns with Square Cross Sections10
Impact Response of Prestressed Prefabricated Segmental and Monolithic Basalt-FRP-Reinforced Geopolymer Concrete Beams10
Performance of Precast FRC Tunnel Lining Segments Reinforced with GFRP Bars under Quasi-Static Cyclic Flexural Loading9
Experimental Study on the Flexural Behavior of Large-Scale Reinforced Concrete Beams Strengthened with Prestressed CFRP Plates9
Experimental and Numerical Study of Postfire Strengthening Methods for Fire-Damaged Two-Way Composite-Topped Precast Concrete Slabs9
Numerical Analysis of the Flexural Response of CFRP-Strengthened RC Beams Subjected to Low-Velocity Impact9
Environmental Boundary Conditions for Prediction of Temperature Distribution in Hybrid GFRP Sandwich Panels under Service Conditions9
Temperature-Dependent Bond–Slip Behavior of CFRP Bars Embedded in Ultrahigh-Performance Fiber-Reinforced Concrete9
Compression Behavior of Concrete Columns Reinforced with Hybrid Steel-FRP Bars with Enhanced Buckling Resistance9
Compressive Behavior of FRP–UHPC/ECC–Steel Double-Skin Tubular Columns under Eccentric Loading9
Performance-Based Environmental Assessment of FRP-Confined Concrete Stub Columns: Investigation on FRP Types8
Behavior of Ultrahigh-Performance Concrete Bridge Decks with New Y-Shape FRP Stay-in-Place Formworks8
Standard Fire Tests on GFRP-Reinforced Concrete Slabs with End Anchorage, Lap-Splice, and Cutoff Details8
Seismic Behavior of Concrete Columns Reinforced with BFRP, GFRP, Steel, and Hybrid Steel–FRP Reinforcement8
Time-Dependent Behavior of Single Pin–Bearing Connections in Pultruded Fiber-Reinforced Polymer Materials under Normal and Elevated Service Temperatures8
Theoretical Model for the Shear Strength of Prestressed Concrete Beams with FRP Tendons8
Rehabilitation of Wooden Utility Poles with Sprayed-GFRP Composites8
Evaluation of FRCM Shear Strength Contribution in Externally Strengthened RC Beams8
Interface Shear Capacity of Rough and Smooth Concrete Interfaces with GFRP Shear-Friction Reinforcement8
Local FRP Cracking and Global Structural Behavior of Stub Concrete-Filled FRP Tubes under Concentric and Eccentric Compression8
Out-of-Plane Behavior of In-Plane Damaged Masonry Infills Retrofitted with TRM and Thermal Insulation8
Mechanical Behavior of BFRP Cable Rock Bolts: Experimental and Analytical Study8
Postbuckling Behavior of FRP Bending-Active Arches Subjected to a Central Point Load8
Repurposing a Decommissioned Wind Turbine Blade for Bridge Construction: An Experimental Investigation8
In-Service Performance Deterioration Analysis of FRP-Reinforced Concrete Structures Exposed to Natural Marine Environments: A Theoretical Approach and Application8
Eccentrically Loaded Square Concrete-Filled Steel Tubes Strengthened with CFRP Grid-Reinforced Engineered Cementitious Composite8
Two-Way Shear Strength of GFRP-Reinforced Precast Concrete Box Culverts under Vertical Concentrated Loading8
Experimental and Numerical Study of Concrete Columns Reinforced with BFRP and Steel Bars under Eccentric Loading8
Durability of GFRP Bars under Compression with Different Length-to-Diameter Ratios Exposed to a Simulated Concrete Environment8
Flexural Performance and Design of Concrete Beams Reinforced with BFRP and Steel Bars7
Behavior of Short and Slender RC Columns with BFRP Bars under Axial and Flexural Loads: Experimental and Analytical Investigation7
Effect of Stress Ratio on the Fatigue Behavior of Ribbed Glass Fiber–Reinforced Polymer Bars for Concrete Reinforcement7
Mechanical Testing of Connections Blind Bolted to the Thick Glass-Fiber-Reinforced Polymer Spar Cap of a Decommissioned GE37 Wind Turbine Blade7
Axial Compressive Performance of Confined Concrete Columns Reinforced with FRP Grid Cage Stirrups7
Flexural and Serviceability Behavior of Concrete Beams Reinforced with Ribbed GFRP Bars7
Interface Shear Behavior of Sandy Soil-FRP with Epoxy Hardness Effect and Abrasion7
Multiscale Insights into the Electrochemical and Mechanical Performance of CFRP Bars in a Real Concrete Environment under Anodic Polarization7
Behavior of Reinforced Concrete Beams without Stirrups and Strengthened with Basalt Fiber–Reinforced Polymer Sheets7
Bond Durability of Near-Surface-Mounted BFRP and GFRP Bars in Aggressive Environments7
Seismic Retrofit of Nonuniformly Corroded Coastal Bridge Piers with FRP and Engineered Cementitious Composite Overlays7
Synergistic Effect of Nano-TiO 2 and Organic Montmorillonite Modification of Epoxy Resin on the Characteristics of the CFRP–Concrete Interface7
Novel Multiaction Model for Shear Strength Prediction of Reinforced Concrete Beams: Development and Application to Elements with FRP Bars and FRC7
Confinement Mechanism of Basalt TRM-Confined Concrete: The Role of the Mortar Matrix7
Investigation of the Effectiveness of CFRP Strip Ties as Transverse Reinforcement for GFRP Bar–Reinforced Concrete Columns7
Investigation of Global and Local Free Vibration of Slender FRP Beams7
Stiffness Degradation of Textile-Reinforced Mortar under Unloading–Reloading Tensile Cycles7
Minimally Invasive FRP Strengthening of External Beam–Column Joints7
Optimized Hybrid Carbon-Glass Textile-Reinforced Mortar for Flexural and Shear Strengthening of RC Members7
Increasing Remaining Fatigue Life of Steel Plates Using Bonded Ultrahigh-Modulus CFRP Plates: The Effect of Cyclic History and Bond Length7
Contribution of Longitudinal NSM-CFRP Bars on the Shear Strength of RC Beams with Varying Depths and Concrete Strengths6
Significant Material and Global Warming Potential Savings through Truss-Based Topology Optimization of Textile-Reinforced Concrete Beams6
Fire Resistance and Residual Compressive Behavior of FRP–Concrete–Steel Double-Skin Tubular Columns with ECC or FRP Grid–Reinforced ECC Layers6
Lateral-Impact Behavior of Axially Preloaded RC Columns Strengthened with Large-Rupture-Strain FRP Wraps6
Mechanical Investigation of Kenaf/Carbon Hybrid Composites for Building and Construction Applications6
How Concrete Filling Fundamentally Changes Stress–Strain Curve of Angle-Ply FRP Tubes in Tension6
Structural Performance of Precast Concrete Sandwich Panels Made with FRP Vierendeel Truss–Like Connectors6
Behavior and Design of Masonry Strengthened with Steel-Wire–Reinforced Cementitious Matrix under Flexure6
Thermal Incompatibility Between CFRP Tendons and Concrete6
Experimental and Analytical Study of Bond Stress–Slip Behavior at the CFRP-to-Concrete Interface6
Evolution and Prediction of Tensile Properties for Ductile Hybrid FRP Bars in a Simulated Concrete Environment6
Reviewers6
Impact Behavior of Prestressed Concrete Piles with Glass FRP Spirals: Experimental and Finite-Element Analysis6
Discussion of “Assessment of Resistance Factors for LRFD of Steel Bolted Connections in Pultruded FRP Frames”6
Continuous Model for Postpeak Softening–Rehardening of Circular and Rectangular Concrete Columns with Large Rupture Strain FRP Confinement6
Strength Model for Debonding Failure in RC Beams Flexurally Strengthened with NSM FRP and Anchored with FRP U-Jackets6
Effect of Graphene Embedment on Fiber–Matrix Interface and Tensile Properties of FRCM Composites6
Degradation of Prestressed GFRP Bars Embedded in Seawater–Sea Sand Geopolymer Mortars under Hydrothermal Seawater Aging6
Strength and Deformability of FRP-Jacketed Large-Size Concrete Cylinders after Exposure to Long-Term Actual Environmental Effects6
Experimental Evaluation and Strain-Based Design of Inclined FRP Anchors for RC T-Beam Flexural Strengthening6
Deformation Capacity of FRP-Strengthened RC Columns with Lap Splices5
Effect of Transverse Reinforcement Ratios and Configurations on the Behavior of Hollow Circular Concrete Columns Reinforced with GFRP under Concentric Loading5
Flexural Behavior of GFRP–Aluminum Space Truss Strengthened with Prestressed CFRP Tendons: Experimental and Theoretical Study5
In Memoriam: Chris J. Burgoyne5
Mitigating Degradation of GFRP Bars in Seawater–Sea Sand Concrete by Reducing Alkalinity under Accelerated Hydrothermal Seawater Aging5
Axial-Impact Resistance of Geopolymeric Recycled Aggregate Concrete Confined with Glass FRP Tubes5
Uniaxial Compression Behavior of Short Square and Circular RC Piles Constructed with GFRP Bars and Spirals Preconditioned in Simulated Marine Environments5
Concrete-Filled Multicellular Steel-Tube Shear Walls with FRP Tubes Embedded in CFST: Concept and Seismic Performance5
Finite-Element Modeling of FRP-Confined Noncircular Concrete Columns Using the Evolutionary Potential-Surface Trace Plasticity Constitutive Model for Concrete5
Experimental Study on Flexural Cracking and Deformation of Reinforced-Concrete Beams Strengthened with NSM FRP Reinforcement5
Effect of Environmental Loads on Concrete Shrinkage and Strain in GFRP Bars in Slabs on Ground: Field Monitoring and Analysis5
Direct Strength Method–Based Approach for Strength Prediction of Pultruded GFRP Angle Columns5
Interlaminar Shear Strength Retention of GFRP Bars Exposed to Alkaline and Acidic Conditioning and Capacity Prediction Using Artificial Neural Networks5
Quasi-Static Cyclic Behavior of CFRP-Confined Geopolymeric Composites5
Experimental and Analytical Study on Shear Performance of Embedded Through-Section GFRP-Strengthened RC Beams5
Shear and Flexural Strengthening of Glued-Laminated Timber Beams Using Externally Bonded Fiber-Reinforced Polymer Sheets5
Mechanical Response of Timber Beams Strengthened with Variable Amounts of CFRP and Bamboo Scrimber Layers5
Improving the Load-Carrying Capacity of FRP-to-Concrete Bonded Joints Using a Biaxial GFRP Interlayer5
Flexural Performance of UHPC Beams with Externally Prestressed Plain CFRP Tendons5
Monotonic and Fatigue Response of RC Beams Strengthened with Near-End Enhanced Embedment Prestressed CFRP Strips5
Path-Dependent Stress–Strain Model for FRP-Confined Recycled Brick Aggregate Concrete5
Design and Performance of a Tuned Vibration Absorber for a Full-Scale Lightweight FRP Pedestrian Structure5
Buckling Analysis of Thin-Walled Structures Based on Trace Theory: A Simple and Efficient Approach for Mechanical Characterization of GFRP Members5
Nonlinear Semianalytical Prediction of Debonding at the FRP–Generic Material Interface with Mechanical End Anchorages5
Implementation of GFRP-RC Code Provisions: Detailing for Deflection Criteria5
0.067853927612305