Journal of Composites for Construction

Papers
(The median citation count of Journal of Composites for Construction is 4. 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 2021-05-01 to 2025-05-01.)
ArticleCitations
Durability Assessment of the First Externally Bonded FRP Repair of a Publicly Owned Bridge in the United States after 26 Years of Service74
Experimental Study on Bond Behavior between CFRP–Steel Composite Bars and Coral Sea-Sand Aggregate Seawater Concrete48
Analysis of ASCE 74 Design Equations for Local Flange and Web Buckling of Pultruded GFRP Members46
Three-Dimensional Finite-Element Modeling of the Thermomechanical Response of GFRP-Reinforced Concrete Slab Strips Subjected to Fire44
Effect of Strain Rate on the Bond Performance of Carbon Fiber–Reinforced Polymer Tendons in Ultrahigh-Performance Concrete44
Application of CFRP Tendons to Novel Connections of Precast Concrete Deck Panels: Experiments and Analytical Models40
Characterization of Textile-Reinforced Mortar: State of the Art and Detail-Level Modeling with a Free Open-Source Finite-Element Code34
Structural Behavior of Hybrid FRP–Concrete–Steel Double-Skin Tubular Arches: Experiments and Numerical Modeling33
Rolling Load Fatigue Experiment on a Bridge Deck Reinforced with a New Design of GFRP Stay-In-Place Form31
Bond Performance of GFRP Reinforcing Bars under Uniform or Gradient Temperature Distributions30
Seismic Retrofit of RC Short Columns with Textile-Reinforced Alkali-Activated or Cement-Based Mortars29
Fire Dynamic Responses of Fiber-Reinforced Polymer Composite Buildings28
Condition Assessment Tool for Reduced Strength of Eccentrically Loaded Columns with Damaged FRP Wraps27
Large Rupture Strain FRP-Confined Concrete Columns of Different Sizes: Experiments and Stress–Strain Models26
Axial Compressive Behavior of Predamaged Concrete Cylinders Retrofitted with CFRP Grid-Reinforced ECC25
Shear Performance of RC Beams Strengthened with Steel Strand Wire Mesh–Reinforced Engineered Cementitious Composites under Cyclic Loading25
Dilation Characteristics of FRP-Confined Square Engineered Cementitious Composite Columns23
Influence of the PBO-FRCM Composite Configuration on the Shear Capacity of RC Beams22
FRP Strips Externally Bonded to Quasi-Brittle Substrates: Discussions and Advances of Open Research Topics22
Shear Behavior of Post-Tensioned Concrete Beams with Draped FRP Tendons and without Transverse Reinforcement22
Cyclic Performance of Square RC Bridge Columns Confined with Combined Steel and BFRP Ties21
Effect of U-Wrap Anchors on Flexural Behavior of Reinforced Concrete Beams Flexurally Strengthened with Externally Bonded CFRP Sheets20
Axial Stress–Strain Model of LRS-FRP–Confined Rectangular Concrete Prisms Allowing for the Size Effect and Its Application in Flexural Analysis of Beams20
Influence of Matrix and Cohesive Material Law Characteristics on the Tensile and Bond Behavior of FRCM Systems20
Long-Term Relaxation Characteristics of Hot-Dip Galvanized High-Strength Bolted Frictional GFRP Joints: An Experimental Study20
Influence of Bolt Threads on the Net Section Tensile Rupture Strength of Single-Bolt Connections in Pultruded Structures20
Experimental Study on Wedge Anchorage Performance of Prestressed BFRP Laminates for Flexural Strengthening of Reinforced Concrete Components19
Pultruded Glass Fiber–Reinforced Polymer Composites under Eccentric Compression Loading19
Experimental Investigation of Fatigue Shear Behavior of RC Beams Strengthened with FRP Bars Using Embedded Through-Section Technique18
Mesoscale Modeling and Simulation of Size-Dependent Shear Response of Rectangular CFRP-Confined RC Columns18
Effect of Macrosynthetic and Hybrid Fibers on the Behavior of Square Concrete Columns Reinforced with GFRP Rebars under Axial Compression18
Short- and Long-Term Prestress Losses in Basalt FRP Prestressed Concrete Beams under Sustained Loading18
Flexural Behavior of Seawater Sea-Sand Coral Aggregate Concrete Beams Reinforced with FRP Bars18
NSM GFRP Strengthening of Reinforced Concrete Beams after Exposure to Fire: Experiments and Theoretical Model18
Bond Performance of GFRP Bar-Splicing in Reinforced Concrete Beams17
Influence of Stirrup Corrosion on the Shear Strength of Reinforced Concrete Beams Strengthened with FRP U-Wraps17
Seismic Performance Assessment of GFRP-RC Circular Columns under High Torsion Combined with Bending and Shear Cyclic Loading16
Innovative Connection Systems for Sand-Coated and Helically Wrapped Glass Fiber–Reinforced Polymer Bars16
Tension–Tension Fatigue Behavior of Ribbed Glass Fiber–Reinforced Polymer Bars in Air16
The Effect of a Textile-Reinforced Mortar on the Flexural Response of Energy-Improved Infill Walls16
Characterization and Design of Multilayer PBO FRCM Composite Reinforcements for Concrete Structures15
Implementation of Machine Learning in Predicting Pin-Bearing Strength of Aged and Nonaged Pultruded GFRP Composites15
FRP Shear-Strengthened RC Beams: Re-examining the Shear-Crack Effect14
Seismic Retrofitting of Realistic Beam–Column Joints with Shear Failure Using FRP Sheets and FRP Anchors14
Stress–Strain Model for FRP-Confined Circular Concrete Columns Developing Structural Softening Behavior14
Reliability-Based Calibration of New Design Procedure for Reinforced Concrete Columns under Simultaneous Confinement by Fiber-Reinforced Polymers and Steel14
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, C14
Numerical Investigation of Axial Force–Bending Moment Interaction for FRP-Confined Reinforced Concrete Columns with Internal Steel Transverse Reinforcement14
Torsional Behavior of Circular Concrete-Filled FRP Tubes14
10th International Conference on FRP Composites in Civil Engineering14
Short-Term Performance of New Composite Anchorage with Multiple CFRP Tendons13
In-Plane Cyclic Performance of Masonry Walls Retrofitted with Flax Textile–Reinforced Mortar Overlays13
Effect of Spike Anchors in the Bond Behavior of FRCM Systems Applied onto Curved Masonry Substrates13
Structural Reliability of GFRP-RC Slab Column Connections Based on a Data-Driven Robust Algorithm: Punching Shear Limit State12
Mechanical Properties of a Novel Ultraductile Composite Bar with Spirally Wound FRP Strands12
Effect of Temperature Fluctuation and Severe Environments on Durability of CFRP Strands12
Design-Oriented Model of Unified Character to Determine Softening–Hardening Stress–Strain Behavior of FRP-Confined Concrete Columns of General Cross Section12
Flexural Strengthening of Substandard Reinforced Concrete Bridge Wall Piers with CFRP Systems under Cyclic Loads12
Mixed-Mode Debonding in CFRP-to-Steel Fiber–Reinforced Concrete Joints11
Evaluation of Stability Resistance Factor for Slender Concrete Columns Internally Reinforced with Fiber-Reinforced Polymer Bars11
Development of GFRP Monopole Guyed Communication Tower11
Data-Driven Flexural Stiffness Model of FRP-Reinforced Concrete Slender Columns11
Cyclic Compressive Behavior of Hybrid FRP-Confined Concrete11
Simplified Second-Order Analysis of Slender FRP-Reinforced Concrete Columns Using the Nominal Curvature Method11
Experimental Investigation of Concrete Beams Reinforced with Glass Fiber–Reinforced Polymer Bars11
Behavior of CFRP-Strengthened Chamfered Laminated Bamboo Lumber under Eccentric Compression11
Shear Strengthening of Reinforced Concrete T-Beams with Anchored CFRP Laminates11
Residual Load-Carrying Capacity of Hybrid FRP-UHPC-Steel Double-Skin Tubular Column after Lateral Impact10
Cyclic Stress–Strain Behavior and Model for FRP-Confined Engineered Cementitious Composite10
Fatigue Behavior of UHPC Beams Prestressed with External CFRP Tendons10
Improving the Mechanical Performance of Timber Railway Sleepers with Carbon Fabric Reinforcement: An Experimental and Numerical Study10
Compressive Behavior of Masonry Columns Confined with FRCM Systems: Research Overview and Analytical Proposals10
Performance of Compression Yielded FRP-Reinforced Concrete Beams with T Sections10
Influence of Axial Load and Transverse Impact Velocity on the Behavior of Concrete Shear Walls Reinforced with GFRP Bars10
Flexural Strengthening of Concrete Structures Using Externally Bonded and Unbonded Prestressed CFRP Laminates: A Literature Review10
Novel Embedded FRP Anchor for RC Beams Strengthened in Flexure with NSM FRP Bars: Concept and Behavior10
FRCM Strengthening of Corrosion-Damaged RC Beams Subjected to Monotonic and Cyclic Loading10
Finite-Element Analysis of GFRP-Reinforced Concrete Frame Knee Joints under Closing Loads10
Axial Compressive Behavior of Slender Circular Columns Made of Green Concrete and Double Layers of Steel and GFRP Reinforcement9
Predicting Strength of FRP-Reinforced Concrete Deep Beams with Stirrups Using the Indeterminate Strut–Tie Method9
Simulation of Bond Behavior of FRP–Concrete Joints Using the Lattice Discrete Particle Model9
Fire Behavior of GFRP-Reinforced Concrete Structural Members: A State-of-the-Art Review9
Innovative FRP-Reinforced Self-Bearing Arches9
Flexural Behavior and Design of Ultrahigh-Performance Concrete Beams Reinforced with GFRP Bars9
Confinement Characteristics of GFRP-RC Circular Columns under Simulated Earthquake Loading: A Numerical Study9
Behavior and Modeling of Hybrid CFRP/Steel Reinforced Concrete Beams with Cathodic Protection in a Marine Environment9
Contribution of Closed Ties to Shear Strength of GFRP-Reinforced Precast Concrete Tunnel Lining Segments: Experimental and Analytical Study9
Performance of GFRP-Reinforced Concrete Corbels under Monotonic Loading9
Physical and Mechanical Properties and Durability Characteristics of New Pultruded GFRP Bars with Thermoplastic Resin9
Theoretical Analysis of Behavior of FRP-Strengthened Reinforced Concrete Members Subjected to Combined Torsion and Biaxial Bending9
Development of Optimal Anchor for Basalt Fiber–Reinforced Polymer Rods9
Tensile Testing of FRCM Coupons for Material Characterization: Discussion of Critical Aspects8
Flexural Response of Marble Panels Strengthened with Fiber-Reinforced Polymer Laminates8
Size Effects on Mode I and Mode II Fracture Behavior of FRP–Steel Bonded Interface: Experimental and Numerical Investigation8
Axial Compressive Behavior of Concrete Confined by Sustainable Lightweight Fabric-Reinforced Cementitious Matrix8
Experimental Study on the Confinement of Concrete Cylinders with Large Rupture-Strain FRP Composites8
Durability and Failure Modes of Concrete Beams Strengthened with Polyurethane or Epoxy CFRP8
Bond Behavior of Straight and Bent Glass Fiber–Reinforced Polymer Bars at Elevated Temperatures: Pull-Out Tests and Numerical Simulations8
Experimental Study on the Flexural Performance of GFRP-Reinforced Concrete Beams with a Prefabricated Permanent UHPC Formwork8
Mechanical Properties of Glass FRP Bars with Aluminum Alloy Ribs Anchorage8
Importance of Concrete Mesoscale Structure on Bond-Slip Behavior of Externally Bonded CFRP Strips8
Shear Strength Prediction of Slender Concrete Beams Reinforced with FRP Rebar Using Data-Driven Machine Learning Algorithms8
Flexural Capacity of Fiber-Reinforced Polymer-Confined Concrete Column–Ring Beam Exterior Joints under Low Cyclic Loading7
Impact Response of Prestressed Prefabricated Segmental and Monolithic Basalt-FRP-Reinforced Geopolymer Concrete Beams7
Near-Surface-Mounted CFRP for Strengthening Concavely Curved Soffit RC Beams: Experimental and Analytical Investigation7
Closed-Form Solution of the Ductility of Short FRP-Wrapped Rectangular Concrete Prisms under Eccentric Loads7
Compressive Behavior of FRP–UHPC/ECC–Steel Double-Skin Tubular Columns under Eccentric Loading7
Rehabilitation of Wooden Utility Poles with Sprayed-GFRP Composites7
Experimental Study on the Flexural Behavior of Large-Scale Reinforced Concrete Beams Strengthened with Prestressed CFRP Plates7
Closure to “Assessment of Resistance Factors for LRFD of Steel Bolted Connections in Pultruded FRP Frames”7
Compression Behavior of Concrete Columns Reinforced with Hybrid Steel-FRP Bars with Enhanced Buckling Resistance7
Externally Bonded CFRP for Flexural Strengthening of RC Beams with Different Levels of Soffit Curvature7
Experimental and Numerical Study of Postfire Strengthening Methods for Fire-Damaged Two-Way Composite-Topped Precast Concrete Slabs7
Residual Flexural Behavior of PBO FRCM-Strengthened Reinforced Concrete Beams after Exposure to Elevated Temperatures7
Compressive Behavior of Large-Scale PEN and PET FRP–Confined RC Columns with Square Cross Sections7
Behavior of GFRP-Reinforced Concrete Members under Combined Bending Moment and Low Axial Load7
FRP–Concrete–Steel Double-Skin Tubular Columns with UHPC/ECC: Concept and Compressive Behavior under Concentric Loading7
Performance of Precast FRC Tunnel Lining Segments Reinforced with GFRP Bars under Quasi-Static Cyclic Flexural Loading7
Temperature-Dependent Bond–Slip Behavior of CFRP Bars Embedded in Ultrahigh-Performance Fiber-Reinforced Concrete7
Eccentrically Loaded Square Concrete-Filled Steel Tubes Strengthened with CFRP Grid-Reinforced Engineered Cementitious Composite7
Minimally Invasive FRP Strengthening of External Beam–Column Joints6
Seismic Retrofit of Nonuniformly Corroded Coastal Bridge Piers with FRP and Engineered Cementitious Composite Overlays6
Seismic Behavior of Concrete Columns Reinforced with BFRP, GFRP, Steel, and Hybrid Steel–FRP Reinforcement6
Local FRP Cracking and Global Structural Behavior of Stub Concrete-Filled FRP Tubes under Concentric and Eccentric Compression6
Postbuckling Behavior of FRP Bending-Active Arches Subjected to a Central Point Load6
Composite-Wedge Anchorage for Fiber-Reinforced Polymer Tendons6
Experimental Investigation on the Behavior of Hollow-Core Glass Fiber-Reinforced Concrete Columns with GFRP Bars6
Time-Dependent Behavior of Single Pin–Bearing Connections in Pultruded Fiber-Reinforced Polymer Materials under Normal and Elevated Service Temperatures6
Behavior of Different-Sized FRP-Confined Square Compound Concrete Columns Containing Recycled Concrete Lumps6
Punching Shear Resistance of Flat Slabs Strengthened with Near Surface–Mounted CFRP Bars6
Performance-Based Environmental Assessment of FRP-Confined Concrete Stub Columns: Investigation on FRP Types6
Two-Way Shear Strength of GFRP-Reinforced Precast Concrete Box Culverts under Vertical Concentrated Loading6
Effects of Transverse Steel on the Axial-Compression Strength of FRP-Confined Reinforced Concrete Columns Based on a Numerical Parametric Study6
Theoretical Model for the Shear Strength of Prestressed Concrete Beams with FRP Tendons6
Stress–Strain Behavior of FRP-Confined Recycled Aggregate Concrete in Square Columns of Different Sizes6
Behavior of Ultrahigh-Performance Concrete Bridge Decks with New Y-Shape FRP Stay-in-Place Formworks6
Direct Strength Method for Web-Crippling Design of Pultruded GFRP Beams6
Repurposing a Decommissioned Wind Turbine Blade for Bridge Construction: An Experimental Investigation6
Mechanical Behavior of BFRP Cable Rock Bolts: Experimental and Analytical Study6
Out-of-Plane Behavior of In-Plane Damaged Masonry Infills Retrofitted with TRM and Thermal Insulation5
Interface Shear Behavior of Sandy Soil-FRP with Epoxy Hardness Effect and Abrasion5
Significant Material and Global Warming Potential Savings through Truss-Based Topology Optimization of Textile-Reinforced Concrete Beams5
Impact Behavior of Prestressed Concrete Piles with Glass FRP Spirals: Experimental and Finite-Element Analysis5
Experimental Study on FRP–Reinforced Concrete–Steel Double-Skin Tubular Columns under Eccentric Compression Loads5
Pull-Out Performance of Anchored Carbon-Fiber Bundles in Cementitious Matrix5
Bond Durability of Near-Surface-Mounted BFRP and GFRP Bars in Aggressive Environments5
Behavior of Reinforced Concrete Beams without Stirrups and Strengthened with Basalt Fiber–Reinforced Polymer Sheets5
Experimental and Numerical Study of Concrete Columns Reinforced with BFRP and Steel Bars under Eccentric Loading5
Effect of Size and Slenderness on the Axial-Compressive Behavior of Basalt FRP-Confined Predamaged Concrete5
Optimized Hybrid Carbon-Glass Textile-Reinforced Mortar for Flexural and Shear Strengthening of RC Members5
Strength Model for Debonding Failure in RC Beams Flexurally Strengthened with NSM FRP and Anchored with FRP U-Jackets5
Discussion of “Assessment of Resistance Factors for LRFD of Steel Bolted Connections in Pultruded FRP Frames”5
Thermal Incompatibility Between CFRP Tendons and Concrete5
Performance of Postinstalled GFRP Bars in Structural Connections5
Structural Performance of Precast Concrete Sandwich Panels Made with FRP Vierendeel Truss–Like Connectors5
Investigation of the Effectiveness of CFRP Strip Ties as Transverse Reinforcement for GFRP Bar–Reinforced Concrete Columns5
Behavior of Short and Slender RC Columns with BFRP Bars under Axial and Flexural Loads: Experimental and Analytical Investigation5
Mechanical Testing of Connections Blind Bolted to the Thick Glass-Fiber-Reinforced Polymer Spar Cap of a Decommissioned GE37 Wind Turbine Blade5
Investigation of Global and Local Free Vibration of Slender FRP Beams5
Shear Behavior of Brick Masonry Walls Strengthened with Textile-Reinforced Concrete5
Contribution of Longitudinal NSM-CFRP Bars on the Shear Strength of RC Beams with Varying Depths and Concrete Strengths5
Behavior and Design of Masonry Strengthened with Steel-Wire–Reinforced Cementitious Matrix under Flexure5
Effect of Graphene Embedment on Fiber–Matrix Interface and Tensile Properties of FRCM Composites5
Flexural Performance and Design of Concrete Beams Reinforced with BFRP and Steel Bars5
Confinement Mechanism of Basalt TRM-Confined Concrete: The Role of the Mortar Matrix5
Flexural and Serviceability Behavior of Concrete Beams Reinforced with Ribbed GFRP Bars5
Novel Size-Effect Law for Shear Strength of CFRP-Strengthened Lightweight Concrete Deep Beams without Stirrups5
Stiffness Degradation of Textile-Reinforced Mortar under Unloading–Reloading Tensile Cycles5
Novel Multiaction Model for Shear Strength Prediction of Reinforced Concrete Beams: Development and Application to Elements with FRP Bars and FRC5
Buckling Analysis of Thin-Walled Structures Based on Trace Theory: A Simple and Efficient Approach for Mechanical Characterization of GFRP Members4
Mechanical Response of Timber Beams Strengthened with Variable Amounts of CFRP and Bamboo Scrimber Layers4
Concrete-Filled Multicellular Steel-Tube Shear Walls with FRP Tubes Embedded in CFST: Concept and Seismic Performance4
Experimental and Analytical Study on Shear Performance of Embedded Through-Section GFRP-Strengthened RC Beams4
Evolution and Prediction of Tensile Properties for Ductile Hybrid FRP Bars in a Simulated Concrete Environment4
Degradation of Prestressed GFRP Bars Embedded in Seawater–Sea Sand Geopolymer Mortars under Hydrothermal Seawater Aging4
Axial-Impact Resistance of Geopolymeric Recycled Aggregate Concrete Confined with Glass FRP Tubes4
Interlaminar Shear Strength Retention of GFRP Bars Exposed to Alkaline and Acidic Conditioning and Capacity Prediction Using Artificial Neural Networks4
Effect of Internal Stirrups on the Eccentric Compression Behavior of FRP-Confined RC Columns Based on Finite-Element Analysis4
Path-Dependent Stress–Strain Model for FRP-Confined Recycled Brick Aggregate Concrete4
Mechanical Investigation of Kenaf/Carbon Hybrid Composites for Building and Construction Applications4
Design and Performance of a Tuned Vibration Absorber for a Full-Scale Lightweight FRP Pedestrian Structure4
How Concrete Filling Fundamentally Changes Stress–Strain Curve of Angle-Ply FRP Tubes in Tension4
Nonlinear Semianalytical Prediction of Debonding at the FRP–Generic Material Interface with Mechanical End Anchorages4
Experimental and Analytical Study of Bond Stress–Slip Behavior at the CFRP-to-Concrete Interface4
Lateral-Impact Behavior of Axially Preloaded RC Columns Strengthened with Large-Rupture-Strain FRP Wraps4
Monotonic and Fatigue Response of RC Beams Strengthened with Near-End Enhanced Embedment Prestressed CFRP Strips4
Enhancement of FRP Cable Anchor System: Optimization of Load Transfer Component and Full-Scale Cable Experiment4
Cyclic Loading of Glued-In FRP Rods in Timber: Experimental and Analytical Study4
Structural Analysis of a Wind Turbine Blade Repurposed as an Electrical Transmission Pole4
Punching Shear Behavior of Synthetic Fiber–Reinforced Self-Consolidating Concrete Flat Slabs with GFRP Bars4
Quasi-Static Cyclic Behavior of CFRP-Confined Geopolymeric Composites4
Finite-Element Modeling of FRP-Confined Noncircular Concrete Columns Using the Evolutionary Potential-Surface Trace Plasticity Constitutive Model for Concrete4
Shear Capacity Model with Variable Orientation of Concrete Stress Field for RC Beams Strengthened by FRP with Different Inclinations4
Implementation of GFRP-RC Code Provisions: Detailing for Deflection Criteria4
Uniaxial Compression Behavior of Short Square and Circular RC Piles Constructed with GFRP Bars and Spirals Preconditioned in Simulated Marine Environments4
Experimental Study on Flexural Cracking and Deformation of Reinforced-Concrete Beams Strengthened with NSM FRP Reinforcement4
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