Research into the bearing capacity of reinforced concrete bent elements strengthened by the FRCM system
Tereshko, Andriy, Blikharskyy, Yaroslav
RC Beams with an Middle Phase of Reinforcement Damage
Blikharskyy, Yaroslav, Khmil, Roman, Selejdak, Jacek, Katunský, Dušan, Blikharskyy, Zinoviy
Crack Resistance of RC Columns Strengthened By CFRP Under 30% of Uls Loading
Blikharskyy, Yaroslav, Khmil, Roman, Selejdak, Jacek, Katunský, Dušan, Tytarenko, Roman, Blikharskyy, Zinoviy
Computer Modelling of RC Beams Reinforced with High Strength Rebars and Steel Plate
Bobalo, Taras, Blikharskyy, Yaroslav, Krainskyi, Pavlo, Volynets, Myhailo
The Impact of the Agressive Acid Environment on RC Constructions
Blikharskyy, Yaroslav, Khmil, Roman, Blikharskyy, Zinoviy, Shnal, Taras
Non-uniform corrosion of steel rebar and its influence on reinforced concrete elements` reliability
Blikharskyy, Yaroslav, Kopiika, Nadiia, Selejdak, Jacek
Corrosion of RC Elements’ Reinforcement and Its Influence on the Stress-Strain State
Blikharskyy, Yaroslav, Kopiika, Nadiia, Blikharskyy, Zinoviy
Corrosion of RC Beams During Time
Blikharskyy, Yaroslav, Khmil, Roman, Blikharskyy, Zinoviy
Determination of the Optimum Percentage of High Strength Bars in RC Beams with Combined Reinforcement Using Fem
Selejdak, Jacek, Blikharskyy, Yaroslav, Bobalo, Taras, Kopiika, Nadiia
Corrosion of Reinforce Bars in RC Constructions
Blikharskyy, Zinoviy, Selejdak, Jacek, Blikharskyy, Yaroslav, Khmil, Roman
Specifics of physico-mechanical characteristics of thermally-hardened rebar
Kopiika, Nadiia, Selejdak, Jacek, Blikharskyy, Yaroslav
Influence of the percentage of reinforcement by unstressed rebar on the deformability of pre-stressed RC beams
Blikharskyy, Yaroslav, Selejdak, Jacek, Bobalo, Taras, Khmil, Roman, Volynets, Mykhailo