OOIR: Observatory of International Research

Papers

(The H4-Index of Journal of Composites for Construction is 22. 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 2022-01-01 to 2026-01-01.)

Article	Citations
Experimental and Numerical Studies on the Behavior of Eccentrically Loaded Square FRP Tube Concrete–Encased Steel Columns	77
Seismic Retrofit of RC Short Columns with Textile-Reinforced Alkali-Activated or Cement-Based Mortars	58
Effect of Strain Rate on the Bond Performance of Carbon Fiber–Reinforced Polymer Tendons in Ultrahigh-Performance Concrete	54
Structural Behavior of Hybrid FRP–Concrete–Steel Double-Skin Tubular Arches: Experiments and Numerical Modeling	53
Analysis of ASCE 74 Design Equations for Local Flange and Web Buckling of Pultruded GFRP Members	50
Characterization of Textile-Reinforced Mortar: State of the Art and Detail-Level Modeling with a Free Open-Source Finite-Element Code	37
Application of CFRP Tendons to Novel Connections of Precast Concrete Deck Panels: Experiments and Analytical Models	35
Postfire Axial Compression Behavior of Unloaded RC Columns Strengthened with CFRP Jackets	34
Three-Dimensional Finite-Element Modeling of the Thermomechanical Response of GFRP-Reinforced Concrete Slab Strips Subjected to Fire	32
Experimental Study on Bond Behavior between CFRP–Steel Composite Bars and Coral Sea-Sand Aggregate Seawater Concrete	32
Durability Assessment of the First Externally Bonded FRP Repair of a Publicly Owned Bridge in the United States after 26 Years of Service	30
Rolling Load Fatigue Experiment on a Bridge Deck Reinforced with a New Design of GFRP Stay-In-Place Form	29
Long-Term Relaxation Characteristics of Hot-Dip Galvanized High-Strength Bolted Frictional GFRP Joints: An Experimental Study	28
Influence of Bolt Threads on the Net Section Tensile Rupture Strength of Single-Bolt Connections in Pultruded Structures	28
Condition Assessment Tool for Reduced Strength of Eccentrically Loaded Columns with Damaged FRP Wraps	27
Axial Stress–Strain Model of LRS-FRP–Confined Rectangular Concrete Prisms Allowing for the Size Effect and Its Application in Flexural Analysis of Beams	27
Effect of U-Wrap Anchors on Flexural Behavior of Reinforced Concrete Beams Flexurally Strengthened with Externally Bonded CFRP Sheets	26
Influence of Matrix and Cohesive Material Law Characteristics on the Tensile and Bond Behavior of FRCM Systems	26
Shear Performance of RC Beams Strengthened with Steel Strand Wire Mesh–Reinforced Engineered Cementitious Composites under Cyclic Loading	26
Anchored Spiral Jacketing: A Novel Approach to Improve the Elevated Temperature Resistance of FRP-Confined Concrete Columns	24
Dilation Characteristics of FRP-Confined Square Engineered Cementitious Composite Columns	23
Influence of the PBO-FRCM Composite Configuration on the Shear Capacity of RC Beams	23
Axial Compressive Behavior of Predamaged Concrete Cylinders Retrofitted with CFRP Grid-Reinforced ECC	22
Large Rupture Strain FRP-Confined Concrete Columns of Different Sizes: Experiments and Stress–Strain Models	22
Fire Dynamic Responses of Fiber-Reinforced Polymer Composite Buildings	22