Articles

type: Journal
Title DOI Date
Ultra-High Performance Hybrid Polyvinyl Alcohol-Polypropylene Fiber-Reinforced Cementitious Composites with Augmented Toughness and Strain-Hardening Behavior #
Effects of Surface Modification of Crumb Rubber with Polyvinyl Acetate on Rubberized Concrete #
A numerical study on flexural behavior of biaxial voided slabs containing steel cages #
Generic assessment of effective bond length of FRP-concrete joint based on the initiation of debonding: Experimental and analytical investigation #
Evaluation of structural performance for beam-column joints with high-strength materials under cyclic loading using PIV technique #
Experimental Investigation and Modeling of FRP-Concrete Joint Bond Strength Based on Failure Depth #
Shear strengthening of RC beams using EBRIG CFRP strips: a comparative study 10.1080/19648189.2019.1633413
Effect of lateral beam on the seismic behavior of corner RC beam-column joint under cyclic reversal loading #
CFRP-to-concrete bond behavior under aggressive exposure of sewer chamber #
Seismic Performance of RC Short Columns Retrofitted with a Novel System in Shear and Flexure Using CFRP Composites #
Strengthening of reinforced concrete columns with combined ultra-high-performance fiber-reinforced concrete and glass fiber-reinforced polymer jacketing #
Evaluation of Mechanical Properties of Bacteria-Containing Mortar in Seawater Environment #
Seawater Used as a Natural Medium for Curing Bacterially-Treated Concrete with Either Lightweight or Normal Weight Aggregates #
Behavior of RC columns and those strengthened with FRP composite under an innovative reversing cyclic eccentric axial loading #
Effect of aggregate content on the CFRP-concrete effective bond length: An experimental and analytical study #
Evaluating durability parameters of concrete containing limestone powder and slag under bacterial remediation #
Cyclic loading test for shear-deficient reinforced concrete exterior beam-column joints with high-strength bars #
Shear and flexural strengthening of deficient flat slabs with post-installed bolts and CFRP composites bonded through EBR and EBROG #
type: Conference
Title Date
Effect of the Groove Depth on Behavior of Pre-stressed CFRP Strips Bonded to Concrete by Using EBROG Method
Effect of Groove Depth on Behavior of CFRP Sheets Bonded to Heat-Damaged Concrete by Using EBROG Method