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1/2017 vol. 23
CC BY-NC-ND 4.0
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RESEARCH OF RC BEAMS WITHOUT STIRRUPS AND SHEAR’S STRENGTHENING BY FRCM SYSTEM
Zinoviy Blikharskyy 1
,
 
Roman Khmil 2
,
 
Pavlo Vegera 2
 
 
 
Więcej
Ukryj
1
Czestochowa University of Technology, Faculty of Civil Engineering, Akademicka 3, 42-200 Częstochowa
 
2
Lviv Polytechnic National University, Department of Building Constructions and Bridges, Bandera str. 13, Lviv, Ukraine, 79013
 
 
Data publikacji: 12-07-2018
 
 
Zeszyty Naukowe Politechniki Częstochowskiej seria Budownictwo 2017;23(1)
 
Artykuł (PDF)
 
SŁOWA KLUCZOWE
design
shear strength
RC beam
FRCM system
 
STRESZCZENIE
In this article shear strength of strengthened and non-strengthened reinforced concrete (RC) beams are described. The research program involves a one serie of test beams which contains control sample and three reinforced samples by reinforcing FRCM system. RC beams designed that the beams destruction after strengthening took place by shear. To accomplish it these beams were designed with a significant margin of tensile rebar. The maximum effect of increasing the shear strength (ULS) is 45% for samples strengthened without initial loading.
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eISSN:0526-5916
ISSN:0860-7214
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