RESEARCH OF RC BEAMS WITHOUT STIRRUPS AND SHEAR’S STRENGTHENING BY FRCM SYSTEM
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
Publication date: 2018-07-12
Zeszyty Naukowe Politechniki Częstochowskiej seria Budownictwo 2017;23(1)
KEYWORDS
ABSTRACT
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.
| eISSN: | 0526-5916 |
| ISSN: | 0860-7214 |
We process personal data collected when visiting the website. The function of obtaining information about users and their behavior is carried out by voluntarily entered information in forms and saving cookies in end devices. Data, including cookies, are used to provide services, improve the user experience and to analyze the traffic in accordance with the Privacy policy. Data are also collected and processed by Google Analytics tool (more).
You can change cookies settings in your browser. Restricted use of cookies in the browser configuration may affect some functionalities of the website.
You can change cookies settings in your browser. Restricted use of cookies in the browser configuration may affect some functionalities of the website.
