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- W4300687549 abstract "In this paper, the research goal was the determination of the flexural response of corroded pre-stressed reinforced concrete beams (PC). A simplified flexural model is bases on the calcualus of the moment and curvature/deflection curves for simply supported beam under uniformly distributed and concentrated loads. Primary research outcomes was the introduction in flexural model of the effects of pitting corrosion though the reduction of area, of the mechanical properties of steel strands and of the loss of bond of steel strands of precast pre-tensioned beams. A comparison with available experimental data of literature and with numerical simulation carried out with nonlinear finite element code (ABAQUS) was made. Results obtaiend showed that the corrosion of strands reduce the bearing capacity of the viaducts with prestressed beams especially and because of the reduction of strain capacity of steel strand, arises a risk of brittle collapse under service conditions due to the strand failure." @default.
- W4300687549 created "2022-10-04" @default.
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- W4300687549 date "2022-11-01" @default.
- W4300687549 modified "2023-10-16" @default.
- W4300687549 title "Influence of strands corrosion on the flexural behavior of prestressed concrete beams" @default.
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- W4300687549 doi "https://doi.org/10.1016/j.istruc.2022.09.073" @default.
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