TY - JOUR
T1 - Static response of asymmetrically damaged metallic strands
T2 - Experimental and numerical approach
AU - Beltrán, Juan Felipe
AU - Nuñez, Eduardo
AU - Nuñez, Fernanda
AU - Silva, Ismael
AU - Bravo, Tomás
AU - Moffat, Ricardo
N1 - Publisher Copyright:
© 2018 Elsevier Ltd
PY - 2018/12/20
Y1 - 2018/12/20
N2 - 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.
AB - 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.
KW - Asymmetric damaged strands
KW - Experimental test
KW - Finite element simulation
KW - Numerical model
KW - Static capacity curve
KW - Surface damage
UR - http://www.scopus.com/inward/record.url?scp=85055282597&partnerID=8YFLogxK
U2 - 10.1016/j.conbuildmat.2018.10.092
DO - 10.1016/j.conbuildmat.2018.10.092
M3 - Article
AN - SCOPUS:85055282597
SN - 0950-0618
VL - 192
SP - 538
EP - 554
JO - Construction and Building Materials
JF - Construction and Building Materials
ER -