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Flexure Behaviour of Corroded Reinforcement Concrete Beams Under Sustained Loads Cover

Flexure Behaviour of Corroded Reinforcement Concrete Beams Under Sustained Loads

Open Access
|Dec 2024

References

  1. DAUD, S. A. - FORTH, J. P. - NIKITAS, N.: Time-dependent behaviour of cracked, partially bonded reinforced concrete beams under repeated and sustained loads, Eng. Struct., vol. 163, pp. 267–280, 2018.
  2. RODRIGUEZ, J. - ORTEGA, L. M. - CASAL, J.: International Conference on Concrete across borders, Odense, Denmark, vol. 2, pp. 315–326, 1994.
  3. RODRIGUEZ, J. - ORTEGA, L. M. - CASAL, J.: Construction and Building Materials, vol. 11, no. 4, pp. 239–248, 1997.
  4. DU, Y. - CLARK, L. A. - CHAN, A. H. C.: ACI Structural Journal, vol. 104, no. 3, pp. 285–293, 2007.
  5. KASHANI, M. M. - LOWES, L. N. - CREWE, A. J. - ALEXANDER, N. A.: A multi-mechanical nonlinear fibre beam-column model for corroded columns, Int. J. Struct. Integrity, vol. 7, no. 3, pp. 213–226, 2016. doi: 10.1108/IJSI-09-2014-0044.
  6. HEITNER, B. - O’BRIEN, E. J. - YALAMAS, T. - SCHOEFS, F. - LEAHY, C. - DÉCATOIRE, R.: Updating probabilities of bridge reinforcement corrosion using health monitoring data, Eng. Struct., vol. 190, pp. 41–51, 2019. https://doi.org/10.1016/j.engstruct.2019.03.103.
  7. BOSSIO, A. - IMPERATORE, S. - KIOUMARSI, M.: Ultimate flexural capacity of reinforced concrete elements damaged by corrosion, Buildings, vol. 9, no. 7, p. 160, 2019.
  8. DOMANESCHI, M. - DE GAETANO, A. - CASAS, J. R. - CIMELLARO, G. P.: Deteriorated seismic capacity assessment of reinforced concrete bridge piers in corrosive environment, Struct. Concr., vol. 21, no. 5, pp. 1823–1838, 2020.
  9. KIOUMARSI, M. - BENENATO, A. - FERRACUTI, B. - IMPERATORE, S.: Residual Flexural Capacity of Corroded Prestressed Reinforced Concrete Beams, Metals, vol. 11, no. 3, p. 442, 2021.
  10. BALLIM, Y. - REID, J. C. - KEMP, A. R.: Magazine of Concrete Research, vol. 53, no. 3, pp. 171–181, 2001.
  11. YOON, S. - WANG, K. - WEISS, J. - SHAH, S.: ACI Materials Journal, vol. 97, no. 6, pp. 637–644, 2000.
  12. MALUMBELA, G. - ALEXANDER, M. G. - MOYO, P.: Construction and Building Materials, vol. 24, pp. 1051–1059, 2010.
  13. EL MAADDAWY, T. - SOUDKI, K. - TOOPER, T.: ACI Structural Journal, vol. 102, no. 5, pp. 649–656, 2005.
  14. MALUMBELA, G. - MOYO, P. - ALEXANDER, M.: Behaviour of RC beams corroded under sustained service loads, Constr. Build. Mater., vol. 23, pp. 3346–3351, 2009.
  15. MALUMBELA, G. - MOYO, P. - ALEXANDER, M.: Structural behaviour of beams under simultaneous load and steel corrosion, Concrete Repair, Rehabilitation and Retrofitting II, London: Taylor & Francis Group, 2009, ISBN 978-0-415-46850-3.
  16. MALUMBELA, G. - MOYO, P. - ALEXANDER, M.: Longitudinal strains and stiffness of RC beams under load as measures of corrosion levels, Engineering Structures, vol. 35, pp. 215–227, 2012. doi: 10.1016/j.engstruct.2011.11.021.
  17. STEWART, M. G.: Mechanical behaviour of pitting corrosion of flexural and shear reinforcement and its effect on structural reliability of corroding RC beams, Struct. Saf., vol. 31, no. 1, pp. 19–30, 2009.
  18. EL MAADDAWY, T. A. - SOUDKI, K. A. - TOPPER, T.: Long-term performance of corrosion-damaged reinforced concrete beams, ACI Struct. J., vol. 102, no. 5, pp. 649–656, 2005.
  19. HARICHE, L. - BALLIM, Y. - BOUHICHA, M. - KENAI, S.: Effects of reinforcement configuration and sustained load on the behaviour of reinforced concrete beams affected by reinforcing steel corrosion, Cem. Concr. Compos., vol. 34, pp. 1202–1209, 2012.
  20. MALUMBELA, G. - MOYO, P. - ALEXANDER, M.: Behaviour of RC beams corroded under sustained service loads, Constr. Build. Mater., vol. 23, no. 11, pp. 3346–3351, 2009.
  21. MALUMBELA, G. - ALEXANDER, M. - MOYO, P.: Interaction between corrosion crack width and steel loss in RC beams corroded under load, Cem. Concr. Res., vol. 40, no. 9, pp. 1419–1428, 2010.
  22. CAIRNS, J. - DU, Y. - LAW, D.: Structural performance of corrosion-damaged concrete beams, Mag. Concr. Res., vol. 60, no. 5, pp. 359–370, 2008.
  23. VU, N. S. - YU, B. - LI, B.: Prediction of strength and drift capacity of corroded reinforced concrete columns, Constr. Build. Mater., vol. 115, pp. 304–318, 2016. https://doi.org/10.1016/j.conbuildmat.2016.04.048.
  24. RISAN, H. K.: Cracking control due to early Thermal Movement of Watertight continuous RC members, Al-Nahrain J. Eng. Sci., vol. 20, no. 1, pp. 206–213, 2017.
  25. DAUD, R. A. - DAUD, S. A. - AL-AZZAWI, A. A.: Tension stiffening evaluation of steel fibre concrete beams with smooth and deformed reinforcement, J. King Saud Univ.-Eng. Sci., vol. 33, no. 3, pp. 147–152, 2021.
  26. IMPERATORE, S. - RINALDI, Z. - SPAGNUOLO, S.: Experimental investigations on the effects of the steel rebar corrosion at structural level, Struct. Concr., vol. 20, no. 6, pp. 2230–2241, 2019.
  27. DOMANESCHI, M. - DE GAETANO, A. - CASAS, J. R. - CIMELLARO, G. P.: Deteriorated seismic capacity assessment of reinforced concrete bridge piers in corrosive environment, Struct. Concr., vol. 21, no. 5, pp. 1823–1838, 2020.
  28. KIOUMARSI, M. - BENENATO, A. - FERRACUTI, B. - IMPERATORE, S.: Residual Flexural Capacity of Corroded Prestressed Reinforced Concrete Beams, Metals, vol. 11, no. 3, 2021.
  29. INTERNATIONAL FEDERATION FOR STRUCTURAL CONCRETE (FIB): Bulletin 10, Bond of Reinforcement in Concrete, State-of-art report, Fédération internationale du béton, Lausanne, 2000.
  30. LUNDGREN, K.: Effect of corrosion on the bond between steel and concrete: An overview, Mag. Concr. Res., vol. 59, no. 6, pp. 447–461, 2007.
  31. SÆTHER, I.: Structural Behaviour of Deteriorated and Retrofitted Concrete Structures, Doctoral thesis, Norwegian University of Science and Technology, Trondheim, Norway, 218 pp., 2010.
  32. LEE, H.-S. - NOGUCHI, T. - TOMOSAWA, F.: Evaluation of the bond properties between concrete and reinforcement as a function of the degree of reinforcement corrosion, Cem. Concr. Res., vol. 32, no. 8, pp. 1313–1318, 2002.
  33. BHARGAVA, K. - GHOSH, A. K. - MORI, Y. - RAMANUJAM, S.: Suggested empirical models for corrosion-induced bond degradation in reinforced concrete, J. Struct. Eng., vol. 134, no. 2, pp. 221–230, 2008.
  34. CORONELLI, D.: Corrosion cracking and bond strength modeling for corroded bars in reinforced concrete, ACI Struct. J., vol. 99, no. 3, pp. 267–276, 2002.
  35. WANG, X. - LIU, X.: Bond strength modeling for corroded reinforcements, Constr. Build. Mater., vol. 20, no. 3, pp. 177–186, 2006.
  36. LUNDGREN, K.: Bond between ribbed bars and concrete. Part 2: The effect of corrosion, Mag. Concr. Res., vol. 57, no. 7, pp. 383–395, 2005.
  37. AL-AZZAWI, A. A. - DAUD, R. A. - DAUD, S. A.: Behaviour of tension lap spliced sustainable concrete flexural members, Adv. Concr. Constr., vol. 9, no. 1, pp. 83–92, 2020.
  38. KADER, H. A. - DAUD, S. A.: Numerical validation of reinforced concrete one-way slabs under long-term loading using nonlinear finite element analysis, Innov. Infrastruct. Solut., vol. 9, p. 347, 2024. https://doi.org/10.1007/s41062-024-01665-5.
  39. HAMEED, M. O. - DAUD, R. A.: Behavior of Fatigue Damaged Reinforced Concrete One-Way Slabs Repaired With CFRP Sheets, Civil Environ. Eng., vol. 20, no. 1, pp. 364–376, 2024.
DOI: https://doi.org/10.2478/cee-2024-0085 | Journal eISSN: 2199-6512 | Journal ISSN: 1336-5835
Language: English
Page range: 1162 - 1173
Published on: Dec 17, 2024
Published by: University of Žilina
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year

© 2024 Al-Mortadha O. Abed, Sultan A. Daud, published by University of Žilina
This work is licensed under the Creative Commons Attribution 4.0 License.