Journal of Composites for Construction

Papers
(The median citation count of Journal of Composites for Construction is 3. 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 2021-04-01 to 2025-04-01.)
ArticleCitations
Experimental and Numerical Study of Concrete Columns Reinforced with BFRP and Steel Bars under Eccentric Loading74
Structural Behavior of Hybrid FRP–Concrete–Steel Double-Skin Tubular Arches: Experiments and Numerical Modeling69
Consistency of Bond–Slip Models in Simulating the Bond between ETS-FRP Bars and Concrete and the Shear Contribution of the Strengthening System47
Bond between Sand-Coated GFRP Bars and Normal-Strength, Self-Compacting, and Fiber-Reinforced Concrete under Seawater and Alkaline Solution45
Influence of Axial Load and Transverse Impact Velocity on the Behavior of Concrete Shear Walls Reinforced with GFRP Bars43
Cyclic Stress–Strain Behavior and Model for FRP-Confined Engineered Cementitious Composite40
Minimally Invasive FRP Strengthening of External Beam–Column Joints40
Experimental Study on Flexural Cracking and Deformation of Reinforced-Concrete Beams Strengthened with NSM FRP Reinforcement37
Bundling Effect on Bond and Development Length of Sand-Coated GFRP Bars33
Shear Strengthening of Reinforced Concrete T-Beams with Anchored CFRP Laminates31
Flexural Strengthening of Concrete Structures Using Externally Bonded and Unbonded Prestressed CFRP Laminates: A Literature Review30
Fatigue Behavior of UHPC Beams Prestressed with External CFRP Tendons29
Crack-Based Evaluation of Internally FRP-Reinforced Concrete Deep Beams without Shear Reinforcement28
Interfacial Behavior of Carbon FRP-to-Granite Joints with Mechanical Fastening27
Axial Compressive Performance of Hybrid FRP–Concrete–Steel Double-Skin Tubular Columns with Varying Slenderness Ratios in Square-Circle Configuration26
Theoretical Model for the Shear Strength of Prestressed Concrete Beams with FRP Tendons25
Path-Dependent Stress–Strain Model for FRP-Confined Recycled Brick Aggregate Concrete24
Reviewers22
GFRP Composite Culverts for Hydraulic and Agricultural Underpasses: Structural Behavior, Design, and Application22
Evaluation of Stability Resistance Factor for Slender Concrete Columns Internally Reinforced with Fiber-Reinforced Polymer Bars21
Enhancement of FRP Cable Anchor System: Optimization of Load Transfer Component and Full-Scale Cable Experiment20
Three-Dimensional Finite-Element Modeling of the Thermomechanical Response of GFRP-Reinforced Concrete Slab Strips Subjected to Fire20
Unified Compressive Strength and Strain Ductility Models for Fully and Partially FRP-Confined Circular, Square, and Rectangular Concrete Columns20
Application of CFRP Tendons to Novel Connections of Precast Concrete Deck Panels: Experiments and Analytical Models20
Mechanical Behavior of BFRP Cable Rock Bolts: Experimental and Analytical Study19
Experimental and Analytical Behavior of GFRP-Reinforced Concrete Box Girders under Pure Torsion19
Unified Ultimate Axial Strain Model for Large Rupture Strain FRP–Confined Concrete Based on Energy Approach19
Simplified Second-Order Analysis of Slender FRP-Reinforced Concrete Columns Using the Nominal Curvature Method18
Behavior of CFRP-Strengthened Chamfered Laminated Bamboo Lumber under Eccentric Compression18
Seismic Performance of RC Short Columns Retrofitted with a Novel System in Shear and Flexure Using CFRP Composites18
Effects of Transverse Steel on the Axial-Compression Strength of FRP-Confined Reinforced Concrete Columns Based on a Numerical Parametric Study18
Seismic Response of Three-Dimensional Pultruded GFRP Frames17
Seismic Retrofit of Nonuniformly Corroded Coastal Bridge Piers with FRP and Engineered Cementitious Composite Overlays17
Effect of Internal Stirrups on the Eccentric Compression Behavior of FRP-Confined RC Columns Based on Finite-Element Analysis17
Probabilistic Calibration of Compressive Stress–Strain Models for FRP-Confined Concrete in Square Cross Section Members16
Compressive Behavior of Masonry Columns Confined with FRCM Systems: Research Overview and Analytical Proposals16
Monotonic and Fatigue Response of RC Beams Strengthened with Near-End Enhanced Embedment Prestressed CFRP Strips16
Experimental Investigation on the Behavior of Hollow-Core Glass Fiber-Reinforced Concrete Columns with GFRP Bars16
Durability Assessment of the First Externally Bonded FRP Repair of a Publicly Owned Bridge in the United States after 26 Years of Service15
Cyclic Compressive Behavior of Hybrid FRP-Confined Concrete15
One-Way Shear Strength of FRP–Reinforced Concrete Members Without Stirrups: Design Provision Review15
Performance of UHP-SWSSC-Filled CFRP and GFRP Tubes under Combined Sustained Load and Seawater Exposure15
Experimental Study on Bond Behavior between CFRP–Steel Composite Bars and Coral Sea-Sand Aggregate Seawater Concrete15
Performance of FRP-Strengthened Reinforced Concrete Bridge Girders after 12 Years of Service in Coastal Florida15
Improving the Mechanical Performance of Timber Railway Sleepers with Carbon Fabric Reinforcement: An Experimental and Numerical Study14
Effect of Strain Rate on the Bond Performance of Carbon Fiber–Reinforced Polymer Tendons in Ultrahigh-Performance Concrete14
Characterization of Textile-Reinforced Mortar: State of the Art and Detail-Level Modeling with a Free Open-Source Finite-Element Code14
Concrete Floor with GFRP-Embedded I-Beams and Stay-in-Place Structural Forms14
Analysis of ASCE 74 Design Equations for Local Flange and Web Buckling of Pultruded GFRP Members14
Behavior of Different-Sized FRP-Confined Square Compound Concrete Columns Containing Recycled Concrete Lumps13
Out-of-Plane Behavior of In-Plane Damaged Masonry Infills Retrofitted with TRM and Thermal Insulation13
Assessment of FRP–Concrete Interfacial Debonding with Coupled Mixed-Mode Cohesive Zone Model13
Time-Dependent Behavior of Single Pin–Bearing Connections in Pultruded Fiber-Reinforced Polymer Materials under Normal and Elevated Service Temperatures13
Development of GFRP Monopole Guyed Communication Tower13
Experimental Assessment of Shear Transfer Capacity of GFRP Reinforcement Using the Push-Off Test12
Novel Embedded FRP Anchor for RC Beams Strengthened in Flexure with NSM FRP Bars: Concept and Behavior12
Ductile Concrete Columns Enabled by Multilayer Basalt TRM Shells: Confinement Mechanism and Modeling12
Influence of CFRP Spike Anchors on the Performance of Flexural CFRP Sheets Externally Bonded to Concrete12
Flexural Strength and Serviceability of GFRP-Reinforced Lightweight Self-Consolidating Concrete Beams11
Interlaminar Shear Strength Retention of GFRP Bars Exposed to Alkaline and Acidic Conditioning and Capacity Prediction Using Artificial Neural Networks11
Structural Analysis of a Wind Turbine Blade Repurposed as an Electrical Transmission Pole11
Rolling Load Fatigue Experiment on a Bridge Deck Reinforced with a New Design of GFRP Stay-In-Place Form11
Shear Strengthening of RC Beams with U-Wrapped FRCM Composites: State of the Art and Assessment of Available Analytical Models11
Stress–Strain Behavior of FRP-Confined Recycled Aggregate Concrete in Square Columns of Different Sizes11
Finite-Element Analysis of GFRP-Reinforced Concrete Frame Knee Joints under Closing Loads11
Numerical Modeling and Performance Assessment of Bridge Column Strengthened by FRP and Polyurea under Combined Collision and Blast Loading10
Seismic Behavior of Repaired and Externally FRP-Jacketed Short Columns Built with Extremely Low-Strength Concrete10
Seismic Retrofit of RC Short Columns with Textile-Reinforced Alkali-Activated or Cement-Based Mortars10
FRCM Strengthening of Corrosion-Damaged RC Beams Subjected to Monotonic and Cyclic Loading10
Effect of Size and Slenderness on the Axial-Compressive Behavior of Basalt FRP-Confined Predamaged Concrete10
Bond Performance of GFRP Reinforcing Bars under Uniform or Gradient Temperature Distributions10
Residual Load-Carrying Capacity of Hybrid FRP-UHPC-Steel Double-Skin Tubular Column after Lateral Impact10
Experimental Investigation of Large-Scale Eccentrically Loaded GFRP-Reinforced High-Strength Concrete Columns9
Enhancement of Bond Performance of FRP Bars with Seawater Coral Aggregate Concrete by Utilizing Ecoefficient Slag-Based Alkali-Activated Materials9
Performance of Compression Yielded FRP-Reinforced Concrete Beams with T Sections9
Durability of Reinforced Concrete Beams Externally Strengthened with CFRP Laminates under Harsh Climatic Conditions9
Effect of Initial Static Loadings on Dynamic Shear Performance of BFRP-Reinforced Concrete Deep Beams9
Assessment of Resistance Factors for LRFD of Steel Bolted Connections in Pultruded FRP Frames9
Contribution of Closed Ties to Shear Strength of GFRP-Reinforced Precast Concrete Tunnel Lining Segments: Experimental and Analytical Study9
Confinement Characteristics of GFRP-RC Circular Columns under Simulated Earthquake Loading: A Numerical Study9
Axial Compressive Behavior of Slender Circular Columns Made of Green Concrete and Double Layers of Steel and GFRP Reinforcement9
Effect of Transverse Reinforcement Ratios and Configurations on the Behavior of Hollow Circular Concrete Columns Reinforced with GFRP under Concentric Loading9
Pull-Out Behavior of CFRP Bars in Glued-In Glubam Joints9
Investigation of the Effectiveness of CFRP Strip Ties as Transverse Reinforcement for GFRP Bar–Reinforced Concrete Columns9
Long-Term Relaxation Characteristics of Hot-Dip Galvanized High-Strength Bolted Frictional GFRP Joints: An Experimental Study8
Innovative FRP-Reinforced Self-Bearing Arches8
Experimental and Numerical Investigations of Punching Shear Behavior of FRCM-Strengthened Two-Way RC Slabs8
Cyclic Performance of Square RC Bridge Columns Confined with Combined Steel and BFRP Ties8
GFRP Stirrups as Shear Friction Reinforcement for Different Concrete Interfaces8
Axial Stress–Strain Model of LRS-FRP–Confined Rectangular Concrete Prisms Allowing for the Size Effect and Its Application in Flexural Analysis of Beams8
Development and Validation of a Testing Procedure for Determining Tensile Strength of Bent GFRP Reinforcing Bars8
Theoretical Analysis and Design of Prestressed CFRP-Reinforced Steel Columns8
Influence of Matrix and Cohesive Material Law Characteristics on the Tensile and Bond Behavior of FRCM Systems8
Bond Durability of Near-Surface-Mounted BFRP and GFRP Bars in Aggressive Environments8
Effects of CFRP U-Wraps on the Behavior of NSM GFRP Retrofitted Reinforced Concrete Beams8
Seismic Strengthening of the Mohaka Township Concrete Bridge with FRP Fabric and FRP Spike Anchors: Case Study in New Zealand8
Optimized Hybrid Carbon-Glass Textile-Reinforced Mortar for Flexural and Shear Strengthening of RC Members8
Improving the Load-Carrying Capacity of FRP-to-Concrete Bonded Joints Using a Biaxial GFRP Interlayer7
Investigation of Global and Local Free Vibration of Slender FRP Beams7
Condition Assessment Tool for Reduced Strength of Eccentrically Loaded Columns with Damaged FRP Wraps7
Experimental Behavior of UHPC Shear Walls with Hybrid Reinforcement of CFRP and Steel Bars under Lateral Cyclic Load7
Direct Strength Method–Based Approach for Strength Prediction of Pultruded GFRP Angle Columns7
Fire Dynamic Responses of Fiber-Reinforced Polymer Composite Buildings7
FRP-Reinforced Concrete–Steel Double-Skin Tubular Coupling Beam Subjected to Reversed Cyclic Loading7
Influence of Bolt Threads on the Net Section Tensile Rupture Strength of Single-Bolt Connections in Pultruded Structures7
Development of Optimal Anchor for Basalt Fiber–Reinforced Polymer Rods7
Stiffness Degradation of Textile-Reinforced Mortar under Unloading–Reloading Tensile Cycles7
Experimental Verification of GFRP Bridge Deck Panels Using an Integrated Distributed Fiber Optic Sensing System7
Behavior of Reinforced Concrete Beams without Stirrups and Strengthened with Basalt Fiber–Reinforced Polymer Sheets7
Effect of U-Wrap Anchors on Flexural Behavior of Reinforced Concrete Beams Flexurally Strengthened with Externally Bonded CFRP Sheets7
Predicting Strength of FRP-Reinforced Concrete Deep Beams with Stirrups Using the Indeterminate Strut–Tie Method7
Shear Performance of RC Beams Strengthened with Steel Strand Wire Mesh–Reinforced Engineered Cementitious Composites under Cyclic Loading6
Punching Shear Behavior of FRP Grid-Reinforced Ultra-High Performance Concrete Slabs6
Dilation Characteristics of FRP-Confined Square Engineered Cementitious Composite Columns6
Theoretical Analysis of Behavior of FRP-Strengthened Reinforced Concrete Members Subjected to Combined Torsion and Biaxial Bending6
Hybrid Use of Externally Embedded FRP Reinforcement for Seismic Retrofitting of Substandard RC Columns6
Flexural and Serviceability Behavior of Concrete Beams Reinforced with Ribbed GFRP Bars6
Investigation on the Impact Response of Concrete Beams Reinforced with Hybrid Steel–BFRP Bars6
Novel Size-Effect Law for Shear Strength of CFRP-Strengthened Lightweight Concrete Deep Beams without Stirrups6
Shear Mechanisms in Fabric-Reinforced Cementitious Matrix Overlays: Experimental and Numerical Investigation6
Behavior of Short and Slender RC Columns with BFRP Bars under Axial and Flexural Loads: Experimental and Analytical Investigation6
FRP Strips Externally Bonded to Quasi-Brittle Substrates: Discussions and Advances of Open Research Topics6
Axial Compressive Behavior of Predamaged Concrete Cylinders Retrofitted with CFRP Grid-Reinforced ECC6
Performance of GFRP-Reinforced Concrete Corbels under Monotonic Loading6
Hybridization in FRP Composites for Construction: State-of-the-Art Review and Trends6
Influence of the PBO-FRCM Composite Configuration on the Shear Capacity of RC Beams6
Mechanical Testing of Connections Blind Bolted to the Thick Glass-Fiber-Reinforced Polymer Spar Cap of a Decommissioned GE37 Wind Turbine Blade6
Novel Multiaction Model for Shear Strength Prediction of Reinforced Concrete Beams: Development and Application to Elements with FRP Bars and FRC6
Large Rupture Strain FRP-Confined Concrete Columns of Different Sizes: Experiments and Stress–Strain Models6
Concrete Columns Reinforced with GFRP and BFRP Bars under Concentric and Eccentric Loads: Experimental Testing and Analytical Investigation6
Experimental and Numerical Study on Seismic Performance of PEN FRP-Jacketed Circular RC Columns6
Performance of Newly Developed Thermoplastic Resin for FRP Bars Compared with Vinyl-Ester Resin under Laboratory Accelerated Aging Testing5
Physical and Mechanical Properties and Durability Characteristics of New Pultruded GFRP Bars with Thermoplastic Resin5
Experimental Study on FRP–Reinforced Concrete–Steel Double-Skin Tubular Columns under Eccentric Compression Loads5
Flexural Strengthening of Two-Way RC Slabs with Cut Openings Using Textile-Reinforced Mortar Composites5
Axial and Flexural Behavior of High-Strength Concrete Square Columns Laterally Reinforced with a New System of CFRP Tube Ties5
Pultruded Glass Fiber–Reinforced Polymer Composites under Eccentric Compression Loading5
Performance of Postinstalled GFRP Bars in Structural Connections5
Characterization of Steel Wire– and Carbon/Glass Hybrid Fiber–Reinforced Polymer Bars in Compression5
Bond Durability of GFRP and BFRP Bars embedded in PVA Fiber–Reinforced Seawater and Sea-Sand Concrete under Seawater Freeze–Thaw Cycles5
Flexural Behavior of GFRP–Aluminum Space Truss Strengthened with Prestressed CFRP Tendons: Experimental and Theoretical Study5
Short- and Long-Term Prestress Losses in Basalt FRP Prestressed Concrete Beams under Sustained Loading5
Fire Behavior of GFRP-Reinforced Concrete Structural Members: A State-of-the-Art Review5
Structural Performance of Concrete-Filled GFRP Tube Slender Columns in Ambient and Standard Fire Conditions5
Mesoscale Modeling and Simulation of Size-Dependent Shear Response of Rectangular CFRP-Confined RC Columns5
Reliability of Externally Bonded FRP-to-Concrete Joints with Epoxy Interlocking Enhancement5
Axial Behavior of Concrete Prisms Confined by FRP Laminate and Spike Anchors5
Preliminary Investigation of an Approach to Improve Water Impermeability in Concrete with Externally Bonded FRP Systems5
Assessment of Ductility Measures of Prestressed Concrete Flexural Members: Application to Hybrid Steel–FRP Systems5
Shear Performance of Steel Beams with Bonded GFRP Stiffeners: Weathering and Cyclic Load Effects5
Effect of Size on Eccentric Compression Behavior of CFRP-Confined RC Columns: Experimental and Numerical Investigation5
Elliptical FRP–Concrete–Steel Double-Skin Tubular Columns: Axial Behavior, Interaction Mechanism, and Modeling5
Compressive Behavior of GFRP Tubes Filled with Self-Compacting Concrete5
Seismic Retrofit of Diagonal Tension Members in Steel Deck-Truss Bridges Using CFRP Sheets5
Effect of Macrosynthetic and Hybrid Fibers on the Behavior of Square Concrete Columns Reinforced with GFRP Rebars under Axial Compression5
Mechanical Performance of Ultralightweight Cement Composite-Filled CFRP-Wrapped Steel Tube Arches with Compression-Yield Systems5
Quick Repair of Damaged Infill Walls with Externally Bonded FRPU Composites: Shake Table Tests5
Impact Loading Behavior of Large-Scale Two-Way Sandwich Panels with Natural Fiber–Reinforced Polymer Faces5
Structural Performance of Precast Concrete Sandwich Panels Made with FRP Vierendeel Truss–Like Connectors5
Shear Behavior of Brick Masonry Walls Strengthened with Textile-Reinforced Concrete5
Evaluation of FRP-Reinforced Concrete Members without Shear Reinforcement: Analysis Using Shear Crack Propagation Theory5
FRP U-Wrap Anchorage for Preventing Concrete Cover Separation: Experimental Study and Design Method5
Damage and Defects in Fiber-Reinforced Polymer Reinforced and Strengthened Concrete Elements5
Shear Behavior of Post-Tensioned Concrete Beams with Draped FRP Tendons and without Transverse Reinforcement5
Hygrothermal Aging of Pultruded Fiber–Polymer Composite with Predictions for Design Service Lives5
Confinement Mechanism of Basalt TRM-Confined Concrete: The Role of the Mortar Matrix5
Discussion of “Assessment of Resistance Factors for LRFD of Steel Bolted Connections in Pultruded FRP Frames”4
Seismic Analysis of Precast and Post-Tensioned Column-to-Footing Connections with Steel–GFRP Bars and GFRP Spirals4
Flexural Behavior and Design of Ultrahigh-Performance Concrete Beams Reinforced with GFRP Bars4
Recycling Large-Format 3D Printed Polymer Composite Formworks Used for Casting Precast Concrete – Technical Feasibility and Challenges4
Flexural Behavior of Seawater Sea-Sand Coral Aggregate Concrete Beams Reinforced with FRP Bars4
Experimental Study on Wedge Anchorage Performance of Prestressed BFRP Laminates for Flexural Strengthening of Reinforced Concrete Components4
Interface Shear Behavior of Sandy Soil-FRP with Epoxy Hardness Effect and Abrasion4
Experimental Investigation of Fatigue Shear Behavior of RC Beams Strengthened with FRP Bars Using Embedded Through-Section Technique4
NSM GFRP Strengthening of Reinforced Concrete Beams after Exposure to Fire: Experiments and Theoretical Model4
Mechanical Behavior of Concrete Columns Confined with CFRP Grid-Reinforced Engineered Cementitious Composites4
Fatigue Repair of Cracked Steel Plates Using Small-Patch Ultrahigh-Modulus CFRP Governed by Bond Failure4
Erratum for “ASCE 41 Seismic Assessment of FRP-Repaired Concrete Columns”4
Mechanical Properties of Glass FRP Bars with Aluminum Alloy Ribs Anchorage4
Experimental Behavior of GFRP Bar–Reinforced CFRP Strip Tie–Confined Normal-Strength Concrete Columns under Different Loading Conditions4
Behavior and Modeling of Hybrid CFRP/Steel Reinforced Concrete Beams with Cathodic Protection in a Marine Environment4
Calibration of a Cyclic Cohesive-Zone Model for Fatigue-Crack Propagation in CFRP-Strengthened Steel Plates4
Simulation of Bond Behavior of FRP–Concrete Joints Using the Lattice Discrete Particle Model4
Bond Behavior of Prestressed CFRP Strips-to-Concrete Joints Using the EBROG Method: Experimental and Analytical Evaluation4
Assessment of Bond Strength of GFRP Bars Embedded in Fiber-Reinforced Cementitious Composites4
Tensile Performance of Textile-Reinforced Concrete after Fire Exposure: Experimental Investigation and Analytical Approach4
Symmetric and Asymmetric Strengthening of Two-Span RC Beams Using FRCM Systems4
Flexural Durability of Seawater Coral Aggregate Concrete Beams Reinforced with Basalt FRP Bars4
Pull-Out Performance of Anchored Carbon-Fiber Bundles in Cementitious Matrix4
Flexural Performance and Design of Concrete Beams Reinforced with BFRP and Steel Bars4
Durability and Failure Modes of Concrete Beams Strengthened with Polyurethane or Epoxy CFRP3
Durability of Bond between NSM CFRP Strips and Concrete under Real-Time Field and Laboratory Accelerated Conditioning3
Textile-Reinforced Mortar Strengthening of Masonry Piers Containing Industrial Waste Coal Gangue Sintered Bricks3
Implementation of Machine Learning in Predicting Pin-Bearing Strength of Aged and Nonaged Pultruded GFRP Composites3
Size Effects on Mode I and Mode II Fracture Behavior of FRP–Steel Bonded Interface: Experimental and Numerical Investigation3
FRP–Concrete–Steel Double-Skin Tubular Columns with UHPC/ECC: Concept and Compressive Behavior under Concentric Loading3
Experimental and Analytical Study of Bond Stress–Slip Behavior at the CFRP-to-Concrete Interface3
Effect of Bar Surface Geometry on Bond Behavior in GFRP-Reinforced Concrete Beams: Experiments and Design Implications3
Degradation of GFRP Bars with Epoxy and Vinyl Ester Matrices in a Marine Concrete Environment: An Experimental Study and Theoretical Modeling3
Large-Scale FRP-Confined Rectangular RC Columns with Section Curvilinearization under Axial Compression3
Flexural Response of Marble Panels Strengthened with Fiber-Reinforced Polymer Laminates3
Near-Surface-Mounted CFRP for Strengthening Concavely Curved Soffit RC Beams: Experimental and Analytical Investigation3
Theoretical Analysis of Strain Incompatibility and Slip in a Mechanically Anchored FRP Composite System3
Influence of Stirrup Corrosion on the Shear Strength of Reinforced Concrete Beams Strengthened with FRP U-Wraps3
Importance of Concrete Mesoscale Structure on Bond-Slip Behavior of Externally Bonded CFRP Strips3
Experimental Study on the Working Mechanism of Bond-Type Anchorages for CFRP Tendons with Surface and Metallic Ribs3
Contribution of Longitudinal NSM-CFRP Bars on the Shear Strength of RC Beams with Varying Depths and Concrete Strengths3
Innovative and Eco-friendly Solutions for the Seismic Retrofitting of Natural Stone Masonry Walls with Textile Reinforced Mortar: In- and Out-of-Plane Behavior3
Long-Term Durability of UHPECC-Embedded GFRP Bars in Alkaline Environments3
Unbalanced Moment Transfer in GFRP-RC Slab–Column Connections3
Strength Model for Debonding Failure in RC Beams Flexurally Strengthened with NSM FRP and Anchored with FRP U-Jackets3
Punching Shear of Flat Slabs with Pultruded GFRP Stay-in-Place Structural Forms3
Experimental Verification of Load-Bearing Capacity of FRP Bars under Combined Tensile and Shear Forces3
Thermal Incompatibility Between CFRP Tendons and Concrete3
Behavior and Design of Masonry Strengthened with Steel-Wire–Reinforced Cementitious Matrix under Flexure3
Effect of Confinement Level and Staggering on Seismic Performance of Lap-Spliced GFRP-Reinforced Concrete Columns3
Significant Material and Global Warming Potential Savings through Truss-Based Topology Optimization of Textile-Reinforced Concrete Beams3
Durability Assessment of 15- to 20-Year-Old GFRP Bars Extracted from Bridges in the US. II: GFRP Bar Assessment3
Bond Performance of GFRP Bar-Splicing in Reinforced Concrete Beams3
Large Concrete Columns Internally Reinforced with GFRP Spirals Subjected to Seismic Loads3
0.094007015228271