Flexure Behaviour of Corroded Reinforcement Concrete Beams Under Sustained Loads

[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.Search in Google Scholar

[2] RODRIGUEZ, J. - ORTEGA, L. M. - CASAL, J.: International Conference on Concrete across borders, Odense, Denmark, vol. 2, pp. 315–326, 1994.Search in Google Scholar

[3] RODRIGUEZ, J. - ORTEGA, L. M. - CASAL, J.: Construction and Building Materials, vol. 11, no. 4, pp. 239–248, 1997.Search in Google Scholar

[4] DU, Y. - CLARK, L. A. - CHAN, A. H. C.: ACI Structural Journal, vol. 104, no. 3, pp. 285–293, 2007.Search in Google Scholar

[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.Open DOISearch in Google Scholar

[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.Search in Google Scholar

[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.Search in Google Scholar

[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.Search in Google Scholar

[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.Search in Google Scholar

[10] BALLIM, Y. - REID, J. C. - KEMP, A. R.: Magazine of Concrete Research, vol. 53, no. 3, pp. 171–181, 2001.Search in Google Scholar

[11] YOON, S. - WANG, K. - WEISS, J. - SHAH, S.: ACI Materials Journal, vol. 97, no. 6, pp. 637–644, 2000.Search in Google Scholar

[12] MALUMBELA, G. - ALEXANDER, M. G. - MOYO, P.: Construction and Building Materials, vol. 24, pp. 1051–1059, 2010.Search in Google Scholar

[13] EL MAADDAWY, T. - SOUDKI, K. - TOOPER, T.: ACI Structural Journal, vol. 102, no. 5, pp. 649–656, 2005.Search in Google Scholar

[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.Search in Google Scholar

[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.Search in Google Scholar

[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.Open DOISearch in Google Scholar

[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.Search in Google Scholar

[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.Search in Google Scholar

[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.Search in Google Scholar

[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.Search in Google Scholar

[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.Search in Google Scholar

[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.Search in Google Scholar

[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.Search in Google Scholar

[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.Search in Google Scholar

[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.Search in Google Scholar

[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.Search in Google Scholar

[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.Search in Google Scholar

[28] KIOUMARSI, M. - BENENATO, A. - FERRACUTI, B. - IMPERATORE, S.: Residual Flexural Capacity of Corroded Prestressed Reinforced Concrete Beams, Metals, vol. 11, no. 3, 2021.Search in Google Scholar

[29] INTERNATIONAL FEDERATION FOR STRUCTURAL CONCRETE (FIB): Bulletin 10, Bond of Reinforcement in Concrete, State-of-art report, Fédération internationale du béton, Lausanne, 2000.Search in Google Scholar

[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.Search in Google Scholar

[31] SÆTHER, I.: Structural Behaviour of Deteriorated and Retrofitted Concrete Structures, Doctoral thesis, Norwegian University of Science and Technology, Trondheim, Norway, 218 pp., 2010.Search in Google Scholar

[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.Search in Google Scholar

[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.Search in Google Scholar

[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.Search in Google Scholar

[35] WANG, X. - LIU, X.: Bond strength modeling for corroded reinforcements, Constr. Build. Mater., vol. 20, no. 3, pp. 177–186, 2006.Search in Google Scholar

[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.Search in Google Scholar

[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.Search in Google Scholar

[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.Search in Google Scholar

[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.Search in Google Scholar