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This paper explores an innovative hybrid strengthening technique where short RC square column elements are strengthened using both Near Surface Mounted (NSM) CFRP laminates and Externally Bonded (EB CFRPP fabrics for confinement.
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Before testing, four defected beams were strengthened using hybrid system of both EB-CFRP strips and sheets with different configurations.
Thin glass specimens may be strengthened using the ion-exchange process.
After fire exposure, five slabs were strengthened using two or three layers of the strengthening systems.
Five shear deficient RC beams were externally strengthened using AA plates with different orientations.
This paper highlights the structural performance of steel concrete composite girders strengthened using advanced composite laminates.
Beam strengthened using this technique failed at a load almost 117% higher than the control beam.
This paper investigates the torsional behaviour of RC beams strengthened using NSM FRP laminates and FRP ropes.
Small, 300 mm wide × 900 mm long, slabs were strengthened using one 150 × 500 × 20 mm ECC strip.
This paper investigates the flexural behaviour of reinforced concrete beams strengthened using Carbon Fibre Reinforced Polymers (CFRP) sheets.
The second series was for rehabilitation of 41 artificially degraded RHS beams strengthened using externally wrapped sheets or bonded plates.
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