Experimental Investigation Of The Flexural And Shear Capacities Of Reinforced Concrete Beams Enhanced With Carbon Fibre Reinforced Polymer (Cfrp) Laminates

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Development Of Canny Operator Based Gui For The Measurement Of Optical Return Loss.

Optimum Design Of The Thickness Of Carbon Fibre Reinforced Polymer Material (Cfrp) Required For Strengthening Of Deficient Reinforced Concrete Beam.

Behaviour Of Concrete Subjected To Various Elevated Temperatures.

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