OOIR: Observatory of International Research

Papers

(The H4-Index of Journal of Composites for Construction is 23. 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 2022-08-01 to 2026-08-01.)

Article	Citations
Effect of Strain Rate on the Bond Performance of Carbon Fiber–Reinforced Polymer Tendons in Ultrahigh-Performance Concrete	81
Rolling Load Fatigue Experiment on a Bridge Deck Reinforced with a New Design of GFRP Stay-In-Place Form	64
Experimental and Numerical Studies on the Behavior of Eccentrically Loaded Square FRP Tube Concrete–Encased Steel Columns	44
Prediction of Immediate Deflection and Flexural Capacity of Unbonded Posttensioned Concrete Members Strengthened with External FRP Composites	40
Three-Dimensional Finite-Element Modeling of the Thermomechanical Response of GFRP-Reinforced Concrete Slab Strips Subjected to Fire	39
Seismic Retrofit of RC Short Columns with Textile-Reinforced Alkali-Activated or Cement-Based Mortars	36
Application of CFRP Tendons to Novel Connections of Precast Concrete Deck Panels: Experiments and Analytical Models	36
Structural Behavior of Hybrid FRP–Concrete–Steel Double-Skin Tubular Arches: Experiments and Numerical Modeling	34
Postfire Axial Compression Behavior of Unloaded RC Columns Strengthened with CFRP Jackets	34
Durability Assessment of the First Externally Bonded FRP Repair of a Publicly Owned Bridge in the United States after 26 Years of Service	33
Analysis of ASCE 74 Design Equations for Local Flange and Web Buckling of Pultruded GFRP Members	30
Characterization of Textile-Reinforced Mortar: State of the Art and Detail-Level Modeling with a Free Open-Source Finite-Element Code	28
Influence of Bolt Threads on the Net Section Tensile Rupture Strength of Single-Bolt Connections in Pultruded Structures	27
Experimental Study on Bond Behavior between CFRP–Steel Composite Bars and Coral Sea-Sand Aggregate Seawater Concrete	27
Influence of Matrix and Cohesive Material Law Characteristics on the Tensile and Bond Behavior of FRCM Systems	26
Dilation Characteristics of FRP-Confined Square Engineered Cementitious Composite Columns	26
Anchored Spiral Jacketing: A Novel Approach to Improve the Elevated Temperature Resistance of FRP-Confined Concrete Columns	25
Shear Performance of RC Beams Strengthened with Steel Strand Wire Mesh–Reinforced Engineered Cementitious Composites under Cyclic Loading	25
Fire Dynamic Responses of Fiber-Reinforced Polymer Composite Buildings	25
Axial Stress–Strain Model of LRS-FRP–Confined Rectangular Concrete Prisms Allowing for the Size Effect and Its Application in Flexural Analysis of Beams	25
Shear Strengthening and Anchorage Effects of CFRP U-Wraps in Flexurally Strengthened Reinforced Concrete Beams	24
Large Rupture Strain FRP-Confined Concrete Columns of Different Sizes: Experiments and Stress–Strain Models	23
Axial Compressive Behavior of Predamaged Concrete Cylinders Retrofitted with CFRP Grid-Reinforced ECC	23
Long-Term Relaxation Characteristics of Hot-Dip Galvanized High-Strength Bolted Frictional GFRP Joints: An Experimental Study	23
Effect of U-Wrap Anchors on Flexural Behavior of Reinforced Concrete Beams Flexurally Strengthened with Externally Bonded CFRP Sheets	23

Influence of the PBO-FRCM Composite Configuration on the Shear Capacity of RC Beams	23
Condition Assessment Tool for Reduced Strength of Eccentrically Loaded Columns with Damaged FRP Wraps	23