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These parameters are considered to be the determinants for the effects on the bond strength between the concrete and corroded reinforcement with respect to the level and area of the corrosion.
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There exists a percolation threshold of reinforcements to form the uniform reinforcement networks with respect to the optimization of mechanical properties.
The experimental results allowed to analyse the effectiveness of such reinforcements, loaded by actions tangent to an end of the reinforcement itself, with respect to its position (intrados or extrados) and to the curvature of the bonding surface.
The apparent fracture toughness of Z-pinned laminates is obtained from as energy dissipated by the pull out of the through-thickness reinforcement, normalised with respect to a reference area.
This technique shows excellent results when compared to the test results and allows investigating on the role of the various shear-carrying actions, of the prestressing level and on the transverse reinforcement amount with respect to the various potential failure modes.
This work aims to provide a simple semi-probabilistic approach to the service life design of reinforced concrete structures with respect to reinforcement corrosion induced by concrete carbonation.
Uni-axial tensile test and fracture surface analysis over reinforced AM structure was carried out to investigate the influence of reinforcement and its orientation with respect to loading direction.
In the seismic region, the effectiveness of fiber-reinforced polymer (FRP) externally bonded reinforcement is today widely recognized with respect to enhancing the behavior of RC shear walls, particularly of those not satisfying the requirements of modern seismic codes.
The experimental result shows that addition of reinforcement enhanced the elastic modulus significantly as well as improvement in elastic modulus varies between 6.79% and 21.03% with respect to reinforcement orientation.
Although the area of shear reinforcement increases about 55.6 % with respect to the current design codes, the increase of shear strength was only about 2.6%% (in case of SB3 and SB4).
Herein we report a framework to solve both reinforcement and dissipation of nanocomposites with respect to strain amplification effect of dynamically retarded bulk polymer phase and jamming of nanoparticles in the filler phase, disclosing a new mechanism differing from previously established ones.
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