Simulation of the force-displacement behavior of reinforced concrete beams under different degrees and locations of corrosion

Document Type : Article

Authors

1 The Centre of Excellence for Fundamental Studies in Structural Engineering, Iran University of Science and Technology, Narmak, Tehran, P.O. Box:16765-163, Iran

2 School of Civil Engineering, Iran University of Science and Technology, Narmak, Tehran, P.O. Box 16765-163, Iran

3 Department of Civil Engineering, Parand Branch, Islamic Azad University, Parand, Iran

4 Department of Civil Engineering, East Tehran Branch, Islamic Azad University, Tehran, Iran

Abstract

Regarding the failures due to corrosion in later years, concern about corrosion damage has been intensified and some tests have been carried out in order to study the effect of corrosion on capability of bending and shear capacity of reinforced concrete beams. For as much as these studies is experimental commonly and using from its results subject to spend time and financial costs, this study is set to analyze behavior of corrosion found reinforced beams, using ABAQUS computer software. For this purpose, the sound reinforced concrete beams is modeled, first and simulating accuracy is confirmed by existing experiment results. Then corrosion found beams with different degrees are modeled by ABAQUS software and their results were compared with experimental results and finally, P-∆ charts are produced and provided for software models. In the way of simulations, effects of corrosion site, amount and intensity of corrosion, concrete compressive strength and bar yielding stress on behavior of reinforced concrete beams under corrosion is examined. In this investigation, the effect of different locations and different corrosion degrees is considered regarding changes which take place in cross section of steel, mechanical characteristics concrete and steel and integrity between steel and concrete.

Keywords

References

References:
[1]      Val, D. V. and Chernin, L., "Serviceability Reliability of Reinforced Concrete Beams with Corroded Reinforcement." Journal of Structural Engineering 135(8), pp. 896-905 (2009).
[2]      ZabihiSamani, M., Mokhtari S.P. & Raji, F., "Effects of Fly Ash on Mechanical Properties of Concrete." Journal of Applied Engineering Sciences 8, pp. 35-40 (2018).
[3]      Ghanooni-Bagha, M., Shayanfar, M.A., Reza-Zadeh, O., et al. "The effect of materials on the reliability of reinforced concrete beams in normal and intense corrosions," Eksploatacja i Niezawodnosc – Maintenance and Reliability, 19(3), pp. 393-402, (2017).
[4]      Ghanooni-Bagha, M., Shayanfar, M.A., Shirzadi-Javid, A. et al. "Corrosion-induced reduction in compressive strength of self-compacting concretes containing mineral admixtures," Construction and Building Materials, 113(15), pp. 221-228, (2016).
[5]      Shayanfar, M.A., Barkhordari, M.A. & Ghanooni-Bagha, M. "Estimation of Corrosion Occurrence in RC Structure Using Reliability Based PSO Optimization," Periodica Polytechnica Civil Engineering, 59(4), pp. 531-542 (2015).
[6]      Bertolini, B. E., Pedeferri, P., Redaelli, E., et al. "Corrosion of Steel in Concrete", Prevention, Diagnosis, Repair. WILEY-VCH Verlag GmbH & Co. KGaA,Weinheim, (2014).
[7]      Amini, F. and ZabihiSamani, M.  "A Wavelet-Based Adaptive Pole Assignment Method for Structural Control." Computer-Aided Civil and Infrastructure Engineering 29(6), pp. 464-477 (2014).
[8]      Peter, M.A., Muntean, A., Meier, A., et al. "Competition of several carbonation reactions in concrete: A parametric study," Cement and Concrete Research, 38(12), pp. 1385-1393, (2008).
[9]      Honarvar, H., Shayanfar, M.A., Babakhani, B., et al. "Numerical Analysis of Steel-Concrete Composite Beam with Blind Bolt under Simultaneous Flexural and Torsional Loading", Civil Engineering Infrastructures Journal, 53(2), pp. 379-393, (2020).
[10]    Dekoster, M., Buyle-Bodin, F., Maurel, O., et al. "Modelling of the flexural behaviour of RC beams subjected to localised and uniform corrosion", Engineering Structures, 25(10), pp. 1333-1341,(2003).
[11]    Sabbagh-Yazdi, S.R., Farhoud, A. & Zabihi-Samani, M., "Transient Galerkin finite volume solution of dynamic       stress intensity factors." Asian Journal of Civil Engineering 20(3), pp. 371-381 (2019).
 [12]   Guzmán, S., Gálvez, J.C. and Sancho, J.M. "Cover cracking of reinforced concrete due to rebar corrosion induced by chloride penetration," Cement and Concrete Research, 41(8), pp. 893-902, (2011).
[13]    Malumbela, G., Moyo, P. and Alexander, M. "Influence of corrosion crack patterns on the rate of crack widening of RC beams", Construction and Building Materials, 25(5), pp. 2540-2553, (2011).
[14]    Younsi, A., Turcry, P., Rozière, E., et al. "Performance-based design and carbonation of concrete with high fly ash content", Cement and Concrete Composites, 33(10), pp. 993-1000, (2011).
[15]    Toongoenthong, K. and Maekawa, K. "Multi-Mechanical Approach to Structural Performance Assessment of Corroded RC Members in Shear", Journal of Advanced Concrete Technology, 3(1), pp. 107-122, (2005).
[16]    Zabihi-Samani, M., Shayanfar, M., Safiey, A., et al. "Simulation of the Behavior of Corrosion Damaged Reinforced Concrete Beams with/without CFRP Retrofit", Civil Engineering Journal, 4(5), pp. 958-970, (2018).
[17]    DiCarlo, F., Meda, A. and Rinaldi, Z. "Numerical evaluation of the corrosion influence on the cyclic behaviour of RC columns", Engineering Structures, 153(15), pp. 264-278, (2017).
[18]    Hassan, A. A. A., Hossain, K. M. A. and Lachemi, M. "Structural assessment of corroded self-consolidating concrete beams", Engineering Structures, 32(3), pp. 874-885, (2010).
[19]    Shayanfar, M., Bigonah, M., Sobhani, D., et al. "The Effectiveness Investigation of New Retrofitting Techniques for RC Frame against Progressive Collapse", Civil Engineering Journal, 4(9), pp. 2132-2142, (2018).
 [20]   Omrani, M. H., Dehestani, M. and Yousefpour, H. "Flexural behavior of lightweight concrete beams reinforced with GFRP bars and prestressed with steel strands", Structural Concrete, 22, pp. 69-80 (2021).
[21]    Qin, F., Liu, T., Yang, F., et al. "Simulation on Aseismic Behaviors of Reinforced Concrete Corroded in Marine Environment", Journal of Coastal Research, 94(1), pp. 21-25, (2019).
[22]    Afshin, H., Shirazi Mohammad, R.N. and Abedi, K. "Experimental and numerical study about seismic retrofitting of corrosion-damaged reinforced concrete columns of bridge using combination of FRP wrapping and steel profiles", Steel and Composite Structures, 30(3), pp. 231-251, (2019).
[23]    Bareiro, W. G., AndradeSilva, F. and Sotelino, E. D. "Thermo-mechanical behavior of stainless-steel fiber reinforced refractory concrete: Experimental and numerical analysis", Construction and Building Materials, 240(20) p. 117881, (2020).
[24]    Yu, F., Song, Z., Mansouri, I., et al. "Experimental study and finite element analysis of PVC-CFRP confined concrete column – Ring beam joint subjected to eccentric compression", Construction and Building Materials, 254, p. 119081, (2020).
[25]    Berto, L., Simioni, P. and Saetta, A. "Numerical modelling of bond behaviour in RC structures affected by reinforcement corrosion", Engineering Structures, 30(5), pp. 1375-1385, (2008).
[26]    Zabihi-Samani, M. and Ghanooni-Bagha, M. "Optimal Semi-active Structural Control with a Wavelet-Based Cuckoo-Search Fuzzy Logic Controller", Iranian Journal of Science and Technology, Transactions of Civil Engineering, 43(4), pp. 619-634 (2018).
[27]    Alipour, A., Shafei, B. and Shinozuka, M. "Life Cycle Cost Analysis of Reinforced Concrete Highway Bridges in Chloride Contaminated Environments" in Structures Congress 2010, pp. 644-653, (2010).
[28]    Val, D.V. and Melchers, R.E. "Reliability of Deteriorating RC Slab Bridges", Journal of Structural Engineering, 123(12), pp. 1638-1644, (1997).
[29]    Shayanfar, M.A., Ghalehnovi, M. and Safiey, A. "Corrosion effects on tension stiffening behavior of reinforced concrete", Computers and Concrete, 4(5), pp. 403-424 (2007).
[30]    Zabihi-Samani, M. "Design of Optimal Slit Steel Damper Under Cyclic Loading for Special Moment Frame by Cuckoo Search", International Journal of Steel Structures, 19(4), pp. 1260-1271 (2019).
[31]    Du, Y.G., Clark, L.A. and Chan, A.H.C. "Residual capacity of corroded reinforcing bars", Magazine of Concrete Research, 57(3), pp. 135-147 (2005).
[32]    Apostolopoulos, C. A., Demis, S. and Papadakis, V.G. "Chloride-induced corrosion of steel reinforcement – Mechanical performance and pit depth analysis", Construction and Building Materials, 38, pp. 139-146 (2013).
[33]    Wei-liang, J. and Yu-xi, Z. "Effect of corrosion on bond behavior and bending strength of reinforced concrete beams", Journal of Zhejiang University-SCIENCE A, 2(3), pp. 298-308, (2001).
[34]    Bertolini, L. "Steel corrosion and service life of reinforced concrete structures", Structure and Infrastructure Engineering, 4(2), pp. 123-137, (2008).
[35]    Al-Sulaimani, G.J., Kaleemullah, M., Basunbul, I.A., et al. "Influence of Corrosion and Cracking on Bond Behavior and Strength of Reinforced Concrete Members", Aci Structural Journal, 87, pp. 220-231, (1990).
[36]    Shayanfar, M. and Safiey, A. "A new approach for nonlinear finite element analysis of reinforced concrete structures with corroded reinforcements", Computers and Concrete, 5(2), pp. 155-174 (2008).
[37]    Ghanooni-bagha, M., Shayanfar, M.A. and Farnia, M.H. "Cracking effects on chloride diffusion and corrosion initiation in RC structures via finite element simulation", Scientia Iranica, 27(5), pp. 2301-2315 (2020).
[38]    Shayanfar, M.A., Barkhordari, M.A. and Ghanooni-Bagha, M. "Effect of longitudinal rebar corrosion on the compressive strength reduction of concrete in reinforced concrete structure", Advances in Structural Engineering, 19(6), pp. 897-907 (2016).
[39] Kwak, H, G. and Kim, S, P., "Bond–slip behavior under monotonic uniaxial
loads", Engineering Structures, 23(3), pp. 298-309 (2001).
[40] Khalfallah, S., "Tension Stiffening Bond Modelling of Cracked Flexural
Reinforced Concrete Beams", Journal of Civil Engineering and
Management, 14(2), pp. 131-137 (2008).
[41]   Khalfallah, S. and Ouchenane, M., "A Numerical Simulation of Bond for PullOut Tests: The Direct Problem", Asian Journal of Civil Engineering, 8(5), pp. 491-505 (2007).
[42]   Bigonah, M., Soltani, H., Zabihi-Samani, M. et al. "Performance evaluation on effects of all types of infill against the progressive collapse of reinforced concrete frames". Asian Journal of Civil Engineering, 21, pp. 395–409 (2020).
[43]  Rezaei , M., Ranjbar Karkanaki, A. & Zabihi‑Samani, M. " Experimental Investigation of Deep Beams Containing High-Performance Fiber-Reinforced Cementitious Composite", Iranian Journal of Science and Technology, Transactions of Civil Engineering, https://doi.org/10.1007/s40996-021-00653-4, (2021).
Scientia Iranica
Volume 29, Issue 3
Transactions on Civil Engineering (A)
May and June 2022
Pages 964-972

Files

History

  • Receive Date: 09 February 2020
  • Revise Date: 28 April 2021
  • Accept Date: 05 July 2021

Share

How to cite

Statistics