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Time-dependent bond performance of CFRP-to-concrete joints exposed to elevated temperatures: A comparative study of EBROG and EBR techniques
Combination effects of various oxidants and immobilization on lightweight expanded clay aggregate concrete on the photocatalytic activity of UV/TiO2 system
Mechanical and Durability Properties of Slag-Based Alkali-Activated Concrete with Glass Textile and Polypropylene Fibers as a Sustainable Construction Material
Advancing sustainable roller-compacted concrete using innovative pre-treatments: Enhancing aggregate-matrix bonding and mechanical performance
Time-dependent bond performance of CFRP-to-concrete joints exposed to elevated temperatures: A comparative study of EBROG and EBR techniques
Effect of concrete properties and FRP strengthening on rebar mass loss under accelerated corrosion: Experimental investigation and empirical modeling
Behavior of square concrete column reinforced with GFRP bars under reversed cyclic eccentric loading: Experimental and analytical study
Experimental and numerical studies on seismic performance of two new flexural beam-to-column precast concrete connections with steel fasteners
Experimental study on the mechanical properties and thermal performance of foamed concrete incorporating shape-stabilized phase change materials (SSPCMs)
Performance of reinforced self-consolidating concrete beam-column joints with headed bars subjected to pseudo-static cyclic loading
Improving the resistance of ultra-high-performance concrete against nuclear radiation: Replacing cement with barite, hematite, and lead powder
High-performance concrete based on alkaline earth metal ions-activated slag at ambient temperature: Mechanical and microstructure properties
Effects of groove angle and pattern on CFRP-to-concrete bond behavior of EBROG joints: Comparison of diagonal with longitudinal and transverse grooves
A generic non-linear bond-slip model for CFRP composites bonded to concrete substrate using EBR and EBROG techniques
Investigating the effects of transient flow in concrete-lined pressure tunnels, and developing a new analytical formula for pressure wave velocity