Strength and strain capacities of concrete compression members reinforced with FRP

6533b85ffe1ef96bd12c1955

RESEARCH PRODUCT

Strength and strain capacities of concrete compression members reinforced with FRP

Giuseppe Campione N Miraglia

subject

Materials science business.industry Building and Construction Structural engineering Fibre-reinforced plastic Overburden pressure Compression (physics)Strength of materials Square (algebra)Transverse plane Compressive strength General Materials Science Bearing capacity Composite material business

description

The analytical compressive behavior of concrete members reinforced with fiber-reinforced polymer (FRP) was examined. The variation in the shape of the transverse cross-section was analyzed. The bearing capacity and the increase in the maximum strain for members having a cross-section which was circular, square or square with round corners reinforced with FRP were determined. The proposed analytical model allows one to evaluate the confining pressure in ultimate conditions considering the effective confined cross-section and also allows one to determine the ultimate strain corresponding to FRP failure through a simplified energetic approach. Analytical results are then compared to experimental values available in the literature, showing good agreement.

year	journal	country	edition	language
2003-01-01	Cement and Concrete Composites

https://doi.org/10.1016/s0958-9465(01)00048-8

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