Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Environmentally Assisted Fracture Vol. 13, No. 50 (2019)

Corrosion’s impact on wire rope strand response – Comparison with a theoretical predictive model

Author and affiliation details
  • Amal TIJANI Corresponding author Laboratory of Atmosphere’s Physics, materials and modeling amaltijani@gmail.com
  • Meryam Meknassi
  • Hassan Chaffoui
  • Mohamed El Ghorba
DOI
10.3221/IGF-ESIS.50.13
Pages
141-148
Published

Abstract

In this work, we investigate the behavior of wire ropes subject to corrosion damage. The method is based on accelerated corrosion. Decreasing ultimate force and a loss in rigidity was observed from the static tensile tests made on the corroded strands. Otherwise, a predictive model was developed to evaluate the residual ultimate force at a time t in function of the initial diameter, the residual diameter at time t and the ultimate force of the original strand. Thus, experimental and predictive residual force curves are drawn in function of the strand’s fraction of life. From the good correspondence obtained, the proposed method can be applied by engineers to assess the possibility of maintaining structures using wire ropes in service. Indeed, when the applied force on the wire rope approaches its residual bearing force determined by a measure of the residual diameter, the wire rope removal is mandatory.

Keywords

Article history

  1. ReceivedUntil the next stage: 85 days
  2. RevisedUntil the next stage: 0 days
  3. AcceptedUntil the next stage: 29 days
  4. Published

How to cite

APA

TIJANI, A., Meknassi, M., Chaffoui, H., & El Ghorba, M. (2019). Corrosion’s impact on wire rope strand response – Comparison with a theoretical predictive model. Fracture and Structural Integrity, 13(50), 141–148. https://doi.org/10.3221/IGF-ESIS.50.13

IEEE

A. TIJANI, M. Meknassi, H. Chaffoui, and M. El Ghorba, “Corrosion’s impact on wire rope strand response – Comparison with a theoretical predictive model,” Fracture and Structural Integrity, vol. 13, no. 50, pp. 141–148, 2019, doi: 10.3221/IGF-ESIS.50.13.

MLA

TIJANI, Amal, et al. “Corrosion’s impact on wire rope strand response – Comparison with a theoretical predictive model.” Fracture and Structural Integrity, vol. 13, no. 50, 2019, pp. 141–148. https://doi.org/10.3221/IGF-ESIS.50.13.

Chicago

TIJANI, Amal, Meryam Meknassi, Hassan Chaffoui, and Mohamed El Ghorba. 2019. “Corrosion’s impact on wire rope strand response – Comparison with a theoretical predictive model.” Fracture and Structural Integrity 13 (50): 141–148. https://doi.org/10.3221/IGF-ESIS.50.13.

Harvard

TIJANI, A., Meknassi, M., Chaffoui, H. and El Ghorba, M. (2019) ‘Corrosion’s impact on wire rope strand response – Comparison with a theoretical predictive model’, Fracture and Structural Integrity, 13(50), pp. 141–148. doi: 10.3221/IGF-ESIS.50.13.

Vancouver

TIJANI A, Meknassi M, Chaffoui H, El Ghorba M. Corrosion’s impact on wire rope strand response – Comparison with a theoretical predictive model. Fracture and Structural Integrity. 2019;13(50):141-148. doi:10.3221/IGF-ESIS.50.13

BibTeX

@article{tijani2019, author = {TIJANI, Amal and Meknassi, Meryam and Chaffoui, Hassan and El Ghorba, Mohamed}, title = {Corrosion’s impact on wire rope strand response – Comparison with a theoretical predictive model}, journal = {Fracture and Structural Integrity}, year = {2019}, volume = {13}, number = {50}, pages = {141--148}, doi = {10.3221/IGF-ESIS.50.13}, url = {https://doi.org/10.3221/IGF-ESIS.50.13}, issn = {1971-8993} }

RIS

TY - JOUR AU - TIJANI, Amal AU - Meknassi, Meryam AU - Chaffoui, Hassan AU - El Ghorba, Mohamed TI - Corrosion’s impact on wire rope strand response – Comparison with a theoretical predictive model JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2019 DA - 2019/08/17 VL - 13 IS - 50 SP - 141 EP - 148 DO - 10.3221/IGF-ESIS.50.13 UR - https://doi.org/10.3221/IGF-ESIS.50.13 SN - 1971-8993 ER -

Licence

Copyright © 2019 Amal TIJANI, Meryam Meknassi, Hassan Chaffoui, Mohamed El Ghorba.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

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