INNOVATIVE USE OF SHAPE MEMORY ALLOYS AS REINFORCEMENTS FOR CONCRETE BEAM-COLUMN JOINTS: AN OVERVIEW
DOI:
https://doi.org/10.30572/2018/KJE/140203Keywords:
Shape memory alloy, SMA, Superelasticity, Beam-Column joint, RetrofittingAbstract
Shape memory alloys have two unique properties of shape memory effect (SME) and superelasticity (SE) that are the ability for large inelastic deformations recovery after heating (SME) and stress removal (SE). In recent years, structural engineers used these materials in the field of civil engineering’s, such as the applications of SMAs in the repair, retrofitting, and rehabilitation of concrete structures, dampers, vibration isolation systems, vibration control, and prestressing members, etc. To overcome and reduce the potential seismic risk of structures, understanding the characteristics of SMAs materials under different loading conditions is one of the critical steps. Despite the various types of researches carried out on the SMAs' structural applications, there was a need for a review of the progress of the current method in structures. To address it, a brief review of the applications of SMAs in Reinforced Concrete (RC) beam-column joints was conducted.
Downloads
References
Akguzel, U. and Pampanin, S. (2012) ‘Assessment and Design Procedure for the Seismic Retrofit of Reinforced Concrete Beam-Column Joints using FRP Composite Materials’, Journal of Composites for Construction, 16(1), pp. 21–34. doi: 10.1061/(ASCE)CC.1943-5614.0000242. DOI: https://doi.org/10.1061/(ASCE)CC.1943-5614.0000242
Alam, M. S., Youssef, M. A. and Nehdi, M. (2008) ‘Analytical prediction of the seismic behaviour of superelastic shape memory alloy reinforced concrete elements’, Engineering Structures, 30(12), pp. 3399–3411. doi: 10.1016/J.ENGSTRUCT.2008.05.025. DOI: https://doi.org/10.1016/j.engstruct.2008.05.025
Alam, M. S., Youssef, M. A. and Nehdi, M. L. (2010) ‘Exploratory investigation on mechanical anchors for connecting SMA bars to steel or FRP bars’, Materials and Structures 2010 43:1, 43(1), pp. 91–107. doi: 10.1617/S11527-010-9601-0. DOI: https://doi.org/10.1617/s11527-010-9601-0
Attari, N., Amziane, S. and Chemrouk, M. (2012) ‘Efficiency of Beam–Column Joint Strengthened by FRP Laminates’, http://dx.doi.org/10.1163/092430409X12605406698192, 19(2), pp. 171–183. doi: 10.1163/092430409X12605406698192. DOI: https://doi.org/10.1163/092430409X12605406698192
Au, F. T. K., Huang, K. and Pam, H. J. (2015) ‘Diagonally-reinforced beam–column joints reinforced under cyclic loading’, http://dx.doi.org/10.1680/stbu.2005.158.1.21, 158(1), pp. 21–40. doi: 10.1680/STBU.2005.158.1.21. DOI: https://doi.org/10.1680/stbu.158.1.21.58530
Auricchio, F. and Sacco, E. (2016) ‘A Superelastic Shape-Memory-Alloy Beam Model’, http://dx.doi.org/10.1177/1045389X9700800602, 8(6), pp. 489–501. doi: 10.1177/1045389X9700800602. DOI: https://doi.org/10.1177/1045389X9700800602
Bindhu, K. R., Mohana, N. and Sivakumar, S. (2014) ‘New Reinforcement Detailing for Concrete Jacketing of Nonductile Exterior Beam–Column Joints’, Journal of Performance of Constructed Facilities, 30(1), p. 04014192. doi: 10.1061/(ASCE)CF.1943-5509.0000700. DOI: https://doi.org/10.1061/(ASCE)CF.1943-5509.0000700
Boroschek, R. L. et al. (2007) ‘Effect of SMA Braces in a Steel Frame Building’, http://dx.doi.org/10.1080/13632460601125763, 11(3), pp. 326–342. doi: 10.1080/13632460601125763. DOI: https://doi.org/10.1080/13632460601125763
Burak Duran, LastName, K. C. A. and Özgür Avşar (2020) ‘Superelastic Cyclic Properties of Cu-Al-Mn and Ni-Ti Shape Memory Alloys for Seismic Mitigation’, in 5th World Congress on Civil, Structural, and Environmental Engineering (CSEE’20). Available at: https://avestia.com/CSEE2020_Proceedings/files/paper/ICSECT/ICSECT_117.pdf (Accessed: 19 September 2022). DOI: https://doi.org/10.11159/icsect20.117
Cardone, D. et al. (2008) ‘EXPERIMENTAL BEHAVIOUR OF R/C FRAMES RETROFITTED WITH DISSIPATING AND RE-CENTRING BRACES’, http://dx.doi.org/10.1080/13632460409350493, 8(3), pp. 361–396. doi: 10.1080/13632460409350493. DOI: https://doi.org/10.1080/13632460409350493
DesRoches, R., McCormick, J. and Delemont, M. (2004a) ‘Cyclic Properties of Superelastic Shape Memory Alloy Wires and Bars’, Journal of Structural Engineering, 130(1), pp. 38–46. doi: 10.1061/(ASCE)0733-9445(2004)130:1(38).
DesRoches, R., McCormick, J. and Delemont, M. (2004b) ‘Cyclic Properties of Superelastic Shape Memory Alloy Wires and Bars’, Journal of Structural Engineering, 130(1), pp. 38–46. doi: 10.1061/(ASCE)0733-9445(2004)130:1(38). DOI: https://doi.org/10.1061/(ASCE)0733-9445(2004)130:1(38)
Duerig TW, Melton KN and Stöckel D (2013) ‘Engineering aspects of shape memory alloys - Butterworth-Heinemann.
Elbahy, Y. I., Youssef, M. A. and Meshaly, M. (2019) ‘Seismic performance of reinforced concrete frames retroftted using external superelastic shape memory alloy bars’, Bulletin of Earthquake Engineering, 17, pp. 781–802. DOI: https://doi.org/10.1007/s10518-018-0477-7
Ghobarah, A. and Said, A. (2002) ‘Shear strengthening of beam-column joints’, Engineering Structures, 24(7), pp. 881–888. doi: 10.1016/S0141-0296(02)00026-3. DOI: https://doi.org/10.1016/S0141-0296(02)00026-3
Ghobarah, A. and Said, A. (2008) ‘SEISMIC REHABILITATION OF BEAM-COLUMN JOINTS USING FRP LAMINATES’, http://dx.doi.org/10.1080/13632460109350388, 5(1), pp. 113–129. doi: 10.1080/13632460109350388. DOI: https://doi.org/10.1080/13632460109350388
Jung, D., Zafar, A. and Andrawes, B. (2017) ‘Sustainability of civil infrastructure using shape memory technology’, Innovative Infrastructure Solutions 2017 2:1, 2(1), pp. 1–10. doi: 10.1007/S41062-017-0083-6. DOI: https://doi.org/10.1007/s41062-017-0083-6
Molod, M. A. E. (2021) ‘Strengthening reinforced concrete column-beam joints with modular shape memory alloy plate optimized through probabilistic damage prediction’. doi: 10.17877/DE290R-22031.
Nehdi, M., Alam, M. S. and Youssef, M. A. (2010) ‘Development of corrosion-free concrete beam–column joint with adequate seismic energy dissipation’, Engineering Structures, 32(9), pp. 2518–2528. doi: 10.1016/J.ENGSTRUCT.2010.04.020. DOI: https://doi.org/10.1016/j.engstruct.2010.04.020
Nehdi, M., Alam, M. S. and Youssef, M. A. (2011) ‘Seismic behaviour of repaired superelastic shape memory alloy reinforced concrete beam-column joint’, Smart Structures and Systems, 7(5), pp. 329–348. doi: 10.12989/SSS.2011.7.5.329. DOI: https://doi.org/10.12989/sss.2011.7.5.329
Otsuka K and Wayman CM (1999) Shape Memory Materials. Available at: https://books.google.com/books?hl=fa&lr=&id=DvItE9XUlN8C&oi=fnd&pg=PR11&ots=xlfZFbjg5Q&sig=GrJnfACe7HkIh9rFU-Ln4c6h0M4#v=onepage&q&f=false (Accessed: 4 September 2022).
Oudah, F. and El-Hacha, R. (2017) ‘Joint performance in concrete beam-column connections reinforced using SMA smart material’, Engineering Structures, 151, pp. 745–760. doi: 10.1016/J.ENGSTRUCT.2017.08.054. DOI: https://doi.org/10.1016/j.engstruct.2017.08.054
Oudah, F. and El-Hacha, R. (2018) ‘Innovative self-centering concrete beam-column connection reinforced using shape memory alloy’, ACI Structural Journal, 115(3), pp. 607–620. doi: 10.14359/51702132. DOI: https://doi.org/10.14359/51702132
Oudah, F. and El-Hacha, R. (2020) ‘Monolithic SMA-reinforced double slotted beam-column connection’, Smart Materials and Structures, 29(3), p. 035002. doi: 10.1088/1361-665X/AB62DF. DOI: https://doi.org/10.1088/1361-665X/ab62df
Park, R. and P. (1975) Reinforced concrete structures. New York.: John Wiley & Sons Inc. Available at: https://hoseinzadeh.net/reinforced concrete structures- Park_Paulay.pdf (Accessed: 21 September 2022). DOI: https://doi.org/10.1002/9780470172834
Pimanmas, A. and Chaimahawan, P. (2010) ‘Shear strength of beam–column joint with enlarged joint area’, Engineering Structures, 32(9), pp. 2529–2545. doi: 10.1016/J.ENGSTRUCT.2010.04.021. DOI: https://doi.org/10.1016/j.engstruct.2010.04.021
Qian, H. et al. (2022) ‘Seismic performance of self-centering beam-column joints reinforced with superelastic shape memory alloy bars and engineering cementitious composites materials’, Composite Structures, 294, p. 115782. doi: 10.1016/J.COMPSTRUCT.2022.115782. DOI: https://doi.org/10.1016/j.compstruct.2022.115782
R. Suhail, G. Amato, J. Chen, D. P. M. (2015) ‘Potential applications of shape memory alloys in seismic retrofitting of exterior RC beam-column joints’.
Raza, S. et al. (2022) ‘Shape memory alloy reinforcement for strengthening and self-centering of concrete structures—State of the art’, Construction and Building Materials, 324, p. 126628. doi: 10.1016/J.CONBUILDMAT.2022.126628. DOI: https://doi.org/10.1016/j.conbuildmat.2022.126628
Rezvanisharif, M. and Ketabi, M. S. (2019) ‘FE Modeling and Seismic Performance Evaluation of Hybrid SMA-Steel RC Beam-Column Joints’, Latin American Journal of Solids and Structures, 16(5). doi: 10.1590/1679-78255272. DOI: https://doi.org/10.1590/1679-78255272
Saatcioglu, M., Mitchell, D., Tinawi, R., Gardner, N. J., Gillies, A. G., Ghobarah, A., Anderson D. L., and Lau, D. (2001) ‘The August 17, 1999, Kocaeli (Turkey) earthquake-damage to structures’, Canadian Journal of Civil Engineering, 28(4), pp. 715–737. DOI: https://doi.org/10.1139/l01-043
Saatcioglu, M. and Yalcin, C. (2003) ‘External Prestressing Concrete Columns for Improved Seismic Shear Resistance’, Journal of Structural Engineering, 129(8), pp. 1057–1070. doi: 10.1061/(ASCE)0733-9445(2003)129:8(1057). DOI: https://doi.org/10.1061/(ASCE)0733-9445(2003)129:8(1057)
Shafaei, J. et al. (2017) ‘Rehabilitation of earthquake damaged external RC beam-column joints by joint enlargement using prestressed steel angles’, Earthquake Engineering & Structural Dynamics, 46(2), pp. 291–316. doi: 10.1002/EQE.2794. DOI: https://doi.org/10.1002/eqe.2794
Shafaei, J., Hosseini, A. and Marefat, M. S. (2014) ‘Seismic retrofit of external RC beam–column joints by joint enlargement using prestressed steel angles’, Engineering Structures, 81, pp. 265–288. doi: 10.1016/J.ENGSTRUCT.2014.10.006. DOI: https://doi.org/10.1016/j.engstruct.2014.10.006
Shafaei, J. and Nezami, S. A. (2019) ‘Effect of different size of joint enlargement on seismic behavior of gravity load designed RC beam-column connections’, The Structural Design of Tall and Special Buildings, 28(14), p. e1653. doi: 10.1002/TAL.1653. DOI: https://doi.org/10.1002/tal.1653
Suhail R, Mccrum DP, Amato G, C. J. (2018) ‘Testing of reinforced concrete external beam column joints retrofitted with shape memory alloys’, in Proc. 16th Eur. Conf. Earthq. Eng, pp. 1–9.
Suhail, R. et al. (2015) ‘Potential Applications of Shape Memory Alloys in Seismic Retrofitting of an Exterior Reinforced Concrete Beam-Column Joint’.
Suhail, R., Amato, G. and McCrum, D. P. (2020) ‘Active and passive confinement of shape modified low strength concrete columns using SMA and FRP systems’, Composite Structures, 251, p. 112649. doi: 10.1016/J.COMPSTRUCT.2020.112649. DOI: https://doi.org/10.1016/j.compstruct.2020.112649
Sultana, P. and Youssef, M. A. (2016) ‘Seismic performance of steel moment resisting frames utilizing superelastic shape memory alloys’, Journal of Constructional Steel Research, 125, pp. 239–251. doi: 10.1016/J.JCSR.2016.06.019. DOI: https://doi.org/10.1016/j.jcsr.2016.06.019
Tanaka, Y. et al. (2010) ‘Ferrous Polycrystalline Shape-Memory Alloy Showing Huge Superelasticity’, science, 327(5972), pp. 1488–1490. DOI: https://doi.org/10.1126/science.1183169
Tsonos, A. D. G. (2010) ‘Performance enhancement of R/C building columns and beam–column joints through shotcrete jacketing’, Engineering Structures, 32(3), pp. 726–740. doi: 10.1016/J.ENGSTRUCT.2009.12.001. DOI: https://doi.org/10.1016/j.engstruct.2009.12.001
Wang, B. and Zhu, S. (2017) ‘Seismic behavior of self-centering reinforced concrete wall enabled by superelastic shape memory alloy bars’, Bulletin of Earthquake Engineering 2017 16:1, 16(1), pp. 479–502. doi: 10.1007/S10518-017-0213-8. DOI: https://doi.org/10.1007/s10518-017-0213-8
Youssef, M. A., Alam, M. S. and Nehdi, M. (2008) ‘Experimental Investigation on the Seismic Behavior of Beam-Column Joints Reinforced with Superelastic Shape Memory Alloys’, https://doi.org/10.1080/13632460802003082, 12(7), pp. 1205–1222. doi: 10.1080/13632460802003082. DOI: https://doi.org/10.1080/13632460802003082
Youssef, M. A., Meshaly, M. E. and Elansary, A. A. (2019) ‘Ductile corrosion-free self-centering concrete elements’, Engineering Structures, 184, pp. 52–60. doi: 10.1016/J.ENGSTRUCT.2019.01.086. DOI: https://doi.org/10.1016/j.engstruct.2019.01.086
Yurdakul, Ö., Tunaboyu, O. and Avşar, Ö. (2018a) ‘Retrofit of non-seismically designed beam-column joints by post-tensioned superelastic shape memory alloy bars’, Bulletin of Earthquake Engineering 2018 16:11, 16(11), pp. 5279–5307. doi: 10.1007/S10518-018-0323-Y.
Yurdakul, Ö., Tunaboyu, O. and Avşar, Ö. (2018b) ‘Retrofit of non-seismically designed beam-column joints by post-tensioned superelastic shape memory alloy bars’, Bulletin of Earthquake Engineering 2018 16:11, 16(11), pp. 5279–5307. doi: 10.1007/S10518-018-0323-Y. DOI: https://doi.org/10.1007/s10518-018-0323-y
Zabihi, A. et al. (2018) ‘Seismic retrofit of exterior RC beam-column joint using diagonal haunch’, Engineering Structures, 174, pp. 753–767. doi: 10.1016/J.ENGSTRUCT.2018.07.100. DOI: https://doi.org/10.1016/j.engstruct.2018.07.100
Zhu, S. and Zhang, Y. (2008) ‘Seismic Analysis of Concentrically Braced Frame Systems with Self-Centering Friction Damping Braces’, Journal of Structural Engineering, 134(1), pp. 121–131. doi: 10.1061/(ASCE)0733-9445(2008)134:1(121). DOI: https://doi.org/10.1061/(ASCE)0733-9445(2008)134:1(121)
Downloads
Published
How to Cite
Issue
Section
Categories
License
Copyright (c) 2023 Mahdieh Sabbaghian, Mohammadzaman Kabir
This work is licensed under a Creative Commons Attribution 4.0 International License.
