Static response of asymmetrically damaged metallic strands: Experimental and numerical approach
Author
dc.contributor.author
Beltrán, Juan
Author
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Nuñez, Eduardo
Author
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Nuñez, Fernanda
Author
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Silva, Ismael
Author
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Bravo, Tomás
Author
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Moffat, Ricardo
Admission date
dc.date.accessioned
2019-05-31T15:21:04Z
Available date
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2019-05-31T15:21:04Z
Publication date
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2018
Cita de ítem
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Construction and Building Materials, Volumen 192, 2018, Pages 538-554
Identifier
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09500618
Identifier
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10.1016/j.conbuildmat.2018.10.092
Identifier
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https://repositorio.uchile.cl/handle/2250/169494
Abstract
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In this study, the effect of the presence of broken wires (damage) asymmetrically distributed on metallic strands surfaces on their static response is assessed. To this end, a general mechanical model for multilayered strands is presented, in which damaged strands are treated as a 1D nonlinear beam under uncoupled biaxial bending and axial load (NLBM). The NLBM is validated by comparisons with the results obtained from an experimental program especially designed for studying the effect of surface damage distribution on strands response and 3D nonlinear finite element simulations. Analyses are carried out on two strand constructions: 1 × 7 and 1 × 19, in which the damage levels and strand diameters vary from 5% to 40% and from 3.5 mm to 22.2 mm, respectively. Results indicate that the NLBM accurate predicts the static response (residual strength, stiffness, axial strain field, and deformed configuration) of the asymmetrically damaged strands, achieving good computational efficiency and numerical robustness.