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Concrete beam strengthening using near surface mounting (NSM) carbon fiber reinforced polymers (CFRP) have shown excellent performance.
Results show the effectiveness of the proposed technique at ultimate torque for different beam strengthening configurations, crack patterns, and behavioral curves.
Similar(58)
Beam strengthened using this technique failed at a load almost 117% higher than the control beam.
A reinforced concrete beam strengthened by CFRP is designed as a three-layered plate.
This paper focused on behavior of beam strengthened with CFRP plate and effect of strengthening length.
The experiment includes a simply supported steel beam strengthened with a CFRP plate.
The crack distributions of the beam strengthened with steel plates are mainly concentrated on the reinforced area.
This paper presents selected results of research on the behaviour of an RC beam strengthened with composite materials (CFRPs).
In the present paper we analyse the edge debonding failure of a beam strengthened by a fibre reinforced polymer.
Thus, to circumvent this problem, failure modes of an RC beam strengthened with CFRP need to be understood.
The two aspects are highlighted through a numerical study of a cracked beam strengthened with a composite layer.
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