Journal of Composites for Construction

Papers
(The TQCC of Journal of Composites for Construction is 9. 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 2021-08-01 to 2025-08-01.)
ArticleCitations
Analysis of ASCE 74 Design Equations for Local Flange and Web Buckling of Pultruded GFRP Members75
Experimental Study on Bond Behavior between CFRP–Steel Composite Bars and Coral Sea-Sand Aggregate Seawater Concrete51
Effect of Strain Rate on the Bond Performance of Carbon Fiber–Reinforced Polymer Tendons in Ultrahigh-Performance Concrete49
Structural Behavior of Hybrid FRP–Concrete–Steel Double-Skin Tubular Arches: Experiments and Numerical Modeling48
Durability Assessment of the First Externally Bonded FRP Repair of a Publicly Owned Bridge in the United States after 26 Years of Service47
Rolling Load Fatigue Experiment on a Bridge Deck Reinforced with a New Design of GFRP Stay-In-Place Form42
Application of CFRP Tendons to Novel Connections of Precast Concrete Deck Panels: Experiments and Analytical Models35
Seismic Retrofit of RC Short Columns with Textile-Reinforced Alkali-Activated or Cement-Based Mortars34
Three-Dimensional Finite-Element Modeling of the Thermomechanical Response of GFRP-Reinforced Concrete Slab Strips Subjected to Fire31
Bond Performance of GFRP Reinforcing Bars under Uniform or Gradient Temperature Distributions31
Characterization of Textile-Reinforced Mortar: State of the Art and Detail-Level Modeling with a Free Open-Source Finite-Element Code30
Effect of U-Wrap Anchors on Flexural Behavior of Reinforced Concrete Beams Flexurally Strengthened with Externally Bonded CFRP Sheets29
Long-Term Relaxation Characteristics of Hot-Dip Galvanized High-Strength Bolted Frictional GFRP Joints: An Experimental Study29
Shear Performance of RC Beams Strengthened with Steel Strand Wire Mesh–Reinforced Engineered Cementitious Composites under Cyclic Loading26
Influence of Bolt Threads on the Net Section Tensile Rupture Strength of Single-Bolt Connections in Pultruded Structures26
Influence of Matrix and Cohesive Material Law Characteristics on the Tensile and Bond Behavior of FRCM Systems26
Condition Assessment Tool for Reduced Strength of Eccentrically Loaded Columns with Damaged FRP Wraps25
Axial Compressive Behavior of Predamaged Concrete Cylinders Retrofitted with CFRP Grid-Reinforced ECC24
Dilation Characteristics of FRP-Confined Square Engineered Cementitious Composite Columns24
FRP Strips Externally Bonded to Quasi-Brittle Substrates: Discussions and Advances of Open Research Topics23
Axial Stress–Strain Model of LRS-FRP–Confined Rectangular Concrete Prisms Allowing for the Size Effect and Its Application in Flexural Analysis of Beams22
Influence of the PBO-FRCM Composite Configuration on the Shear Capacity of RC Beams22
Fire Dynamic Responses of Fiber-Reinforced Polymer Composite Buildings22
Large Rupture Strain FRP-Confined Concrete Columns of Different Sizes: Experiments and Stress–Strain Models21
Experimental Investigation of Fatigue Shear Behavior of RC Beams Strengthened with FRP Bars Using Embedded Through-Section Technique21
Cyclic Performance of Square RC Bridge Columns Confined with Combined Steel and BFRP Ties21
Shear Behavior of Post-Tensioned Concrete Beams with Draped FRP Tendons and without Transverse Reinforcement21
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
Pultruded Glass Fiber–Reinforced Polymer Composites under Eccentric Compression Loading20
Experimental Study on Wedge Anchorage Performance of Prestressed BFRP Laminates for Flexural Strengthening of Reinforced Concrete Components19
Short- and Long-Term Prestress Losses in Basalt FRP Prestressed Concrete Beams under Sustained Loading19
Flexural Behavior of Seawater Sea-Sand Coral Aggregate Concrete Beams Reinforced with FRP Bars19
Effect of Macrosynthetic and Hybrid Fibers on the Behavior of Square Concrete Columns Reinforced with GFRP Rebars under Axial Compression18
Seismic Performance Assessment of GFRP-RC Circular Columns under High Torsion Combined with Bending and Shear Cyclic Loading17
The Effect of a Textile-Reinforced Mortar on the Flexural Response of Energy-Improved Infill Walls17
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
Deflection and Cracking of Fiber-Reinforced Self-Consolidated Concrete Beams Reinforced with GFRP Bars under Cyclic Loading16
Characterization and Design of Multilayer PBO FRCM Composite Reinforcements for Concrete Structures16
Implementation of Machine Learning in Predicting Pin-Bearing Strength of Aged and Nonaged Pultruded GFRP Composites16
Innovative Connection Systems for Sand-Coated and Helically Wrapped Glass Fiber–Reinforced Polymer Bars16
FRP Shear-Strengthened RC Beams: Re-examining the Shear-Crack Effect15
Seismic Retrofitting of Realistic Beam–Column Joints with Shear Failure Using FRP Sheets and FRP Anchors15
Stress–Strain Model for FRP-Confined Circular Concrete Columns Developing Structural Softening Behavior15
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, C15
Tension–Tension Fatigue Behavior of Ribbed Glass Fiber–Reinforced Polymer Bars in Air15
Numerical Investigation of Axial Force–Bending Moment Interaction for FRP-Confined Reinforced Concrete Columns with Internal Steel Transverse Reinforcement15
10th International Conference on FRP Composites in Civil Engineering15
Data-Driven Flexural Stiffness Model of FRP-Reinforced Concrete Slender Columns14
In-Plane Cyclic Performance of Masonry Walls Retrofitted with Flax Textile–Reinforced Mortar Overlays14
Experimental Investigation of Concrete Beams Reinforced with Glass Fiber–Reinforced Polymer Bars14
Reliability-Based Calibration of New Design Procedure for Reinforced Concrete Columns under Simultaneous Confinement by Fiber-Reinforced Polymers and Steel14
Short-Term Performance of New Composite Anchorage with Multiple CFRP Tendons14
Mixed-Mode Debonding in CFRP-to-Steel Fiber–Reinforced Concrete Joints13
Effect of Temperature Fluctuation and Severe Environments on Durability of CFRP Strands13
Structural Reliability of GFRP-RC Slab Column Connections Based on a Data-Driven Robust Algorithm: Punching Shear Limit State13
Mechanical Properties of a Novel Ultraductile Composite Bar with Spirally Wound FRP Strands13
Effect of Spike Anchors in the Bond Behavior of FRCM Systems Applied onto Curved Masonry Substrates13
Design-Oriented Model of Unified Character to Determine Softening–Hardening Stress–Strain Behavior of FRP-Confined Concrete Columns of General Cross Section13
Cyclic Stress–Strain Behavior and Model for FRP-Confined Engineered Cementitious Composite12
Flexural Strengthening of Concrete Structures Using Externally Bonded and Unbonded Prestressed CFRP Laminates: A Literature Review12
Evaluation of Stability Resistance Factor for Slender Concrete Columns Internally Reinforced with Fiber-Reinforced Polymer Bars12
Performance of Compression Yielded FRP-Reinforced Concrete Beams with T Sections12
Development of GFRP Monopole Guyed Communication Tower12
NSM GFRP Strengthening of Reinforced Concrete Beams after Exposure to Fire: Experiments and Theoretical Model12
Reliability-Based Design Aid for Evaluation and FRP Retrofit of Existing RC Bending Members by Considering Project-Specific Conditions12
Residual Load-Carrying Capacity of Hybrid FRP-UHPC-Steel Double-Skin Tubular Column after Lateral Impact11
Cyclic Compressive Behavior of Hybrid FRP-Confined Concrete11
Finite-Element Analysis of GFRP-Reinforced Concrete Frame Knee Joints under Closing Loads11
Simplified Second-Order Analysis of Slender FRP-Reinforced Concrete Columns Using the Nominal Curvature Method11
Fatigue Behavior of UHPC Beams Prestressed with External CFRP Tendons11
Improving the Mechanical Performance of Timber Railway Sleepers with Carbon Fabric Reinforcement: An Experimental and Numerical Study11
Behavior of CFRP-Strengthened Chamfered Laminated Bamboo Lumber under Eccentric Compression11
Novel Embedded FRP Anchor for RC Beams Strengthened in Flexure with NSM FRP Bars: Concept and Behavior11
Innovative FRP-Reinforced Self-Bearing Arches11
Influence of Axial Load and Transverse Impact Velocity on the Behavior of Concrete Shear Walls Reinforced with GFRP Bars11
FRCM Strengthening of Corrosion-Damaged RC Beams Subjected to Monotonic and Cyclic Loading11
Compressive Behavior of Masonry Columns Confined with FRCM Systems: Research Overview and Analytical Proposals11
Shear Strengthening of Reinforced Concrete T-Beams with Anchored CFRP Laminates11
Contribution of Closed Ties to Shear Strength of GFRP-Reinforced Precast Concrete Tunnel Lining Segments: Experimental and Analytical Study11
Mechanical Properties of Glass FRP Bars with Aluminum Alloy Ribs Anchorage10
Theoretical Analysis of Behavior of FRP-Strengthened Reinforced Concrete Members Subjected to Combined Torsion and Biaxial Bending10
Experimental Study and Analysis of the Pullout Properties of Glued-In Rods Inserted Parallel to Grain in Side-Pressure Laminated Bamboo Lumber10
FRP–Concrete–Steel Double-Skin Tubular Columns with UHPC/ECC: Concept and Compressive Behavior under Concentric Loading10
Importance of Concrete Mesoscale Structure on Bond-Slip Behavior of Externally Bonded CFRP Strips10
Predicting Strength of FRP-Reinforced Concrete Deep Beams with Stirrups Using the Indeterminate Strut–Tie Method10
Axial Compressive Behavior of Slender Circular Columns Made of Green Concrete and Double Layers of Steel and GFRP Reinforcement10
Flexural Behavior and Design of Ultrahigh-Performance Concrete Beams Reinforced with GFRP Bars10
Fire Behavior of GFRP-Reinforced Concrete Structural Members: A State-of-the-Art Review10
Shear Strength Prediction of Slender Concrete Beams Reinforced with FRP Rebar Using Data-Driven Machine Learning Algorithms10
Simulation of Bond Behavior of FRP–Concrete Joints Using the Lattice Discrete Particle Model10
Confinement Characteristics of GFRP-RC Circular Columns under Simulated Earthquake Loading: A Numerical Study10
Performance of GFRP-Reinforced Concrete Corbels under Monotonic Loading10
Behavior and Modeling of Hybrid CFRP/Steel Reinforced Concrete Beams with Cathodic Protection in a Marine Environment10
Physical and Mechanical Properties and Durability Characteristics of New Pultruded GFRP Bars with Thermoplastic Resin10
Near-Surface-Mounted CFRP for Strengthening Concavely Curved Soffit RC Beams: Experimental and Analytical Investigation10
Behavior of GFRP-Reinforced Concrete Members under Combined Bending Moment and Low Axial Load9
Experimental Study on the Confinement of Concrete Cylinders with Large Rupture-Strain FRP Composites9
Bond Behavior of Straight and Bent Glass Fiber–Reinforced Polymer Bars at Elevated Temperatures: Pull-Out Tests and Numerical Simulations9
Axial Compressive Behavior of Concrete Confined by Sustainable Lightweight Fabric-Reinforced Cementitious Matrix9
Experimental Study on the Flexural Performance of GFRP-Reinforced Concrete Beams with a Prefabricated Permanent UHPC Formwork9
Tensile Testing of FRCM Coupons for Material Characterization: Discussion of Critical Aspects9
Flexural Response of Marble Panels Strengthened with Fiber-Reinforced Polymer Laminates9
Impact Response of Prestressed Prefabricated Segmental and Monolithic Basalt-FRP-Reinforced Geopolymer Concrete Beams9
Size Effects on Mode I and Mode II Fracture Behavior of FRP–Steel Bonded Interface: Experimental and Numerical Investigation9
Closed-Form Solution of the Ductility of Short FRP-Wrapped Rectangular Concrete Prisms under Eccentric Loads9
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