Articles

type: Journal
Title DOI Date
Generic assessment of effective bond length of FRP-concrete joint based on the initiation of debonding: Experimental and analytical investigation #
Shear strengthening of RC beams using EBRIG CFRP strips: a comparative study 10.1080/19648189.2019.1633413
تاثير آب دوستي الياف ماكرو پلي پروپيلن بر ويژگي هاي مكانيكي بتن اليافي #
Seismic Performance of RC Short Columns Retrofitted with a Novel System in Shear and Flexure Using CFRP Composites #
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 #
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 #
Strengthening of reinforced concrete columns with combined ultra-high-performance fiber-reinforced concrete and glass fiber-reinforced polymer jacketing #
Behavior of RC columns and those strengthened with FRP composite under an innovative reversing cyclic eccentric axial loading #
Evaluating durability parameters of concrete containing limestone powder and slag under bacterial remediation #
Effect of aggregate content on the CFRP-concrete effective bond length: An experimental and analytical study #
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 Groove Depth on Behavior of CFRP Sheets Bonded to Heat-Damaged Concrete by Using EBROG Method
Effect of the Groove Depth on Behavior of Pre-stressed CFRP Strips Bonded to Concrete by Using EBROG Method
بررسي رفتار ستون هاي تقويت شده با بتن با عمل كرد فوق العاده بالا (UHPFRC)
بررسي رفتار مكانيكي كامپوزيت هاي سيماني مهندسي شده با استفاده از پوكزال، سرباره و ميكرو سيليس
بررسي رفتار اتصال كامپوزيت هاي FRP با بتن تحت سرعت هاي مختلف بارگذاري
بررسي رفتار مكانيكي بتن با عمل كرد فوق العاده بالاي مسلح شده به الياف فولادي و بارچيپ (UHPFRC)