Numerical Investigation of Shape-Memory Alloy–Reinforced Bridge Columns Subjected to Lateral Impact Loads
Publication: Journal of Bridge Engineering
Volume 27, Issue 8
Abstract
This paper numerically investigates the dynamic behavior of bridge piers reinforced with shape-memory alloy (SMA) rebar when subjected to lateral impact loads. Performance of SMA reinforced pier is compared with column reinforced by conventional steel rebar by performing finite-element (FE) simulations in LS-DYNA. The impact performance of the columns is evaluated by considering variations in different structural- and loading-related parameters including the type of SMA rebar, the length of SMA rebar (LSMA), the impact velocity (Vimp), and the axial load ratio (ALR). From the FE simulations, it is found that the use of SMA rebars at the plastic hinge regions and the impact loading height of the columns significantly enhances the impact resistance and the recoverability of the columns by reducing their damage levels and residual displacements. Also, the failure modes of the columns tend to govern by flexure by using SMA rebars, and the columns reinforced with Cu-based (Cu–Al–Mn) SMA rebars are more likely to fail in flexural modes compared to those reinforced with Ni-based (Ni–Ti) SMA rebars. However, the negative influences of SMA rebars on the impact resistance of the columns are found when LSMA exceeds 0.5 under impact loads with velocities greater than 15 m/s. In addition, an ALR greater than 0.1 considerably increases the impact resistance of the columns.
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Acknowledgments
The Natural Sciences and Engineering Research Council (NSERC) of Canada through the Discovery Grant supported this study. The financial support is greatly appreciated.
References
AASHTO-LRFD. 2020. LRFD bridge design specifications. Washington, DC: AASHTO-LRFD.
Abbass, A., R. Attarnejad, and M. Ghassemieh. 2020. “Seismic assessment of RC bridge columns retrofitted with near-surface mounted shape memory alloy technique.” Materials 13 (7): 1701. https://doi.org/10.3390/ma13071701.
Abdulridha, A. 2013. “Performance of superelastic shape memory alloy reinforced concrete elements subjected to monotonic and cyclic loading.” Ph.D. thesis, Dept. of Civil Engineering, Univ. of Ottawa.
Abdulridha, A., and D. Palermo. 2017. “Behaviour and modelling of hybrid SMA-steel reinforced concrete slender shear wall.” Eng. Struct. 147: 77–89. https://doi.org/10.1016/j.engstruct.2017.04.058.
Abdulridha, A., D. Palermo, S. Foo, and F. J. Vecchio. 2013. “Behavior and modeling of superelastic shape memory alloy reinforced concrete beams.” Eng. Struct. 49: 893–904. https://doi.org/10.1016/j.engstruct.2012.12.041.
Abraik, E., and M. A. Youssef. 2018. “Seismic fragility assessment of superelastic shape memory alloy reinforced concrete shear walls.” J. Build. Eng. 19: 142–153. https://doi.org/10.1016/j.jobe.2018.05.009.
Abouali, S., M. Shahverdi, M. Ghassemieh, and M. Motavalli. 2019. “Nonlinear simulation of reinforced concrete beams retrofitted by near-surface mounted iron-based shape memory alloys.” Eng. Struct. 187: 133–148. https://doi.org/10.1016/j.engstruct.2019.02.060.
ACI (American Concrete Institute). 2019. Building code requirements for structural concrete and commentary. ACI 318. Farmington Hills, MI: ACI.
Alam, M. S., M. A. Youssef, and M. Nehdi. 2008. “Analytical prediction of the seismic behaviour of superelastic shape memory alloy reinforced concrete elements.” Eng. Struct. 30 (12): 3399–3411. https://doi.org/10.1016/j.engstruct.2008.05.025.
Araki, Y., T. Endo, T. Omori, Y. Sutou, Y. Koetaka, R. Kainuma, and K. Ishida. 2011. “Potential of superelastic Cu–Al–Mn alloy bars for seismic applications.” Earthquake Eng. Struct. Dyn. 40 (1): 107–115. https://doi.org/10.1002/eqe.1029.
ASTM. 2007. Standard test method for tension of Nickel–Titanium superelastic materials. ASTM F2516-07. West Conshohocken, PA: ASTM.
Auricchio, F., and E. Sacco. 1997. “A superelastic shape-memory-alloy beam model.” J. Intell. Mater. Syst. Struct. 8 (6): 489–501. https://doi.org/10.1177/1045389X9700800602.
Billah, A. H. M. M., and M. S. Alam. 2012. “Seismic performance of concrete columns reinforced with hybrid shape memory alloy (SMA) and fiber reinforced polymer (FRP) bars.” Constr. Build. Mater. 28 (1): 730–742. https://doi.org/10.1016/j.conbuildmat.2011.10.020.
Billah, A. H. M. M., and M. S. Alam. 2016a. “Performance-based seismic design of shape memory alloy–reinforced concrete bridge piers. I: Development of performance-based damage states.” J. Struct. Eng. 142 (12): 04016140. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001458.
Billah, A. H. M. M., and M. S. Alam. 2016b. “Performance-based seismic design of shape memory alloy–reinforced concrete bridge piers. II: Methodology and design example.” J. Struct. Eng. 142 (12): 04016141. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001623.
Billah, A. H. M. M., and M. S. Alam. 2016c. “Plastic hinge length of shape memory alloy (SMA) reinforced concrete bridge pier.” Eng. Struct. 117: 321–331. https://doi.org/10.1016/j.engstruct.2016.02.050.
Cao, R., A. K. Agrawal, S. El-Tawil, and W. Wong. 2020. “Performance-based framework for evaluating truck collision risk for bridge piers.” J. Bridge Eng. 25 (10): 04020082. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001618.
Cao, R., S. El-Tawil, A. K. Agrawal, X. Xu, and W. Wong. 2019. “Behavior and design of bridge piers subjected to heavy truck collision.” J. Bridge Eng. 24 (7): 04019057. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001414.
Consolazio, G. R., M. T. Davidson, and D. J. Getter. 2010. Vessel crushing and structural collapse relationships for bridge design. Rep. No. 2010/72908/74039. Gainesville, FL: Univ. of Florida, Dept. of Civil and Coastal Engineering.
Do, T. V., T. M. Pham, and H. Hao. 2019. “Impact response and capacity of precast concrete segmental versus monolithic bridge columns.” J. Bridge Eng. 24 (6): 04019050. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001415.
Elbahy, Y. I., and M. A. Youssef. 2019. “Flexural behaviour of superelastic shape memory alloy reinforced concrete beams during loading and unloading stages.” Eng. Struct. 181: 246–259. https://doi.org/10.1016/j.engstruct.2018.12.001.
El-Tawil, S., and J. Ortega-Rosales. 2004. “Prestressing concrete using shape memory alloy tendons.” ACI Struct. J. 101 (6): 846–851.
El-Tawil, S., E. Severino, and P. Fonseca. 2005. “Vehicle collision with bridge piers.” J. Bridge Eng. 10 (3): 345–353. https://doi.org/10.1061/(ASCE)1084-0702(2005)10:3(345).
Gholipour, G., C. Zhang, and A. A. Mousavi. 2018. “Effects of axial load on nonlinear response of RC columns subjected to lateral impact load: Ship-pier collision.” Eng. Fail. Anal. 91: 397–418. https://doi.org/10.1016/j.engfailanal.2018.04.055.
Gholipour, G., C. Zhang, and A. A. Mousavi. 2019. “Loading rate effects on the responses of simply supported RC beams subjected to the combination of impact and blast loads.” Eng. Struct. 201: 109837. https://doi.org/10.1016/j.engstruct.2019.109837.
Gholipour, G., C. Zhang, and A. A. Mousavi. 2020a. “Nonlinear numerical analysis and progressive damage assessment of a cable-stayed bridge pier subjected to ship collision.” Mar. struct. 69: 102662. https://doi.org/10.1016/j.marstruc.2019.102662.
Gholipour, G., C. Zhang, and A. A. Mousavi. 2020b. “Numerical analysis of axially loaded RC columns subjected to the combination of impact and blast loads.” Eng. Struct. 219: 110924. https://doi.org/10.1016/j.engstruct.2020.110924.
Gholipour, G., C. Zhang, and A. A. Mousavi. 2021. “Nonlinear failure analysis of bridge pier subjected to vessel impact combined with blast loads.” Ocean Eng. 234: 109209. https://doi.org/10.1016/j.oceaneng.2021.109209.
Heng, K., R. Li, Z. Li, and H. Wu. 2021. “Dynamic responses of highway bridge subjected to heavy truck impact.” Eng. Struct. 232: 111828. https://doi.org/10.1016/j.engstruct.2020.111828.
Hosseini, F., B. Gencturk, S. Lahpour, and D. I. Gil. 2015. “An experimental investigation of innovative bridge columns with engineered cementitious composites and Cu–Al–Mn super-elastic alloys.” Smart Mater. Struct. 24 (8): 085029. https://doi.org/10.1088/0964-1726/24/8/085029.
Jiang, H., J. Wang, M. G. Chorzepa, and J. Zhao. 2017. “Numerical investigation of progressive collapse of a multispan continuous bridge subjected to vessel collision.” J. Bridge Eng. 22 (5): 04017008. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001037.
Li, H., C.-X. Mao, and J.-P. Ou. 2005. “Strain self-sensing property and strain rate dependent constitutive model of austenitic shape memory alloy: Experiment and theory.” J. Mater. Civ. Eng. 17 (6): 676–685. https://doi.org/10.1061/(ASCE)0899-1561(2005)17:6(676).
LS-DYNA. 2021. Livermore software technology corporation. LS-DYNA 971. Livermore, CA: LS-DYNA.
LSTC (Livermore Software Technology Corporation). 2021. LS-DYNA keyword user’s manual. Livermore, CA: LSTC.
McCormick, J., T. Nagae, M. Ikenaga, P.-C. Zhang, M. Katsuo, and M. Nakashima. 2009. “Investigation of the sliding behavior between steel and mortar for seismic applications in structures.” Earthquake Eng. Struct. Dyn. 38 (12): 1401–1419. https://doi.org/10.1002/eqe.908.
Murray, Y. D. 2007. Users’ manual for LS-DYNA concrete material model 159. Rep. No. FHWA-HRT-05-062. Washington, DC: Federal Highway Administration.
Murray, Y. D., A. Y. Abu-Odeh, and R. P. Bligh. 2007. Evaluation of LS-DYNA concrete material model 159. Report No. FHWA-HRT-05-063. Washington, DC: Federal Highway Administration.
Nahar, M., K. Islam, and A. H. M. M. Billah. 2020. “Seismic collapse safety assessment of concrete beam–column joints reinforced with different types of shape memory alloy rebars.” J. Build. Eng. 29: 101106. https://doi.org/10.1016/j.jobe.2019.101106.
Noguez, C. N. C., and M. S. Saiidi. 2012. “Shake-table studies of a four-span bridge model with advanced materials.” J. Struct. Eng. 138 (2): 183–192. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000457.
Pareek, S., Y. Suzuki, Y. Araki, M. A. Youssef, and M. Meshaly. 2018. “Plastic hinge relocation in reinforced concrete beams using Cu-Al-Mn SMA bars.” Eng. Struct. 175: 765–775. https://doi.org/10.1016/j.engstruct.2018.08.072.
Ren, W., H. Li, and G. Song. 2007. “A one-dimensional strain-rate-dependent constitutive model for superelastic shape memory alloys.” Smart Mater. Struct. 16 (1): 191. https://doi.org/10.1088/0964-1726/16/1/023.
Saiidi, M. S., M. O’Brien, and M. S. Zadeh. 2009. “Cyclic response of concrete bridge columns using superelastic nitinol and bendable concrete.” ACI Struct. J. 106 (1): 69–77.
Saiidi, M. S., M. Sadrossadat-Zadeh, C. Ayoub, and A. Itani. 2007. “Pilot study of behavior of concrete beams reinforced with shape memory alloys.” J. Mater. Civ. Eng. 19 (6): 454–461. https://doi.org/10.1061/(ASCE)0899-1561(2007)19:6(454).
Saiidi, M. S., and H. Wang. 2006. “Exploratory study of seismic response of concrete columns with shape memory alloys reinforcement.” ACI Struct. J. 103: 435–442.
Shafei, E., and R. Kianoush. 2020. “Transient analysis of hybrid SMA-FRP reinforced concrete beams under sequential impacts.” Eng. Struct. 208: 109915. https://doi.org/10.1016/j.engstruct.2019.109915.
Shahverdi, M., C. Czaderski, and M. Motavalli. 2016. “Iron-based shape memory alloys for prestressed near-surface mounted strengthening of reinforced concrete beams.” Constr. Build. Mater. 112: 28–38. https://doi.org/10.1016/j.conbuildmat.2016.02.174.
Shin, M., and B. Andrawes. 2010. “Experimental investigation of actively confined concrete using shape memory alloys.” Eng. Struct. 32 (3): 656–664. https://doi.org/10.1016/j.engstruct.2009.11.012.
Shin, M., and B. Andrawes. 2011. “Emergency repair of severely damaged reinforced concrete columns using active confinement with shape memory alloys.” Smart Mater. Struct. 20 (6): 065018. https://doi.org/10.1088/0964-1726/20/6/065018.
Shrestha, K. C., Y. Araki, T. Nagae, Y. Koetaka, Y. Suzuki, T. Omori, Y. Sutou, R. Kainuma, and K. Ishida. 2013. “Feasibility of Cu–Al–Mn superelastic alloy bars as reinforcement elements in concrete beams.” Smart Mater. Struct. 22: 025025. https://doi.org/10.1088/0964-1726/22/2/025025.
Sutou, Y., T. Omori, R. Kainuma, and K. Ishida. 2013. “Grain size dependence of pseudoelasticity in polycrystalline Cu–Al–Mn-based shape memory sheets.” Acta Mater. 61 (10): 3842–3850. https://doi.org/10.1016/j.actamat.2013.03.022.
Sutou, Y., T. Omori, K. Yamauchi, N. Ono, R. Kainuma, and K. Ishida. 2005. “Effect of grain size and texture on pseudoelasticity in Cu–Al–Mn-based shape memory wire.” Acta Mater. 53 (15): 4121–4133. https://doi.org/10.1016/j.actamat.2005.05.013.
Thilakarathna, H. M. I., D. P. Thambiratnam, M. Dhanasekar, and N. Perera. 2010. “Numerical simulation of axially loaded concrete columns under transverse impact and vulnerability assessment.” Int. J. Impact Eng. 37 (11): 1100–1112. https://doi.org/10.1016/j.ijimpeng.2010.06.003.
Tobushi, H., K. Takata, Y. Shimeno, W. K. Nowacki, and S. P. Gadaj. 1999. “Influence of strain rate on superelastic behaviour of TiNi shape memory alloy.” Proc. Inst. Mech. Eng., Part L: J. Mater.: Des. Appl. 213 (2): 93–102. https://doi.org/10.1177/146442079921300203.
Xing, G., O. E. Ozbulut, M. A. Al-Dhabyani, Z. Chang, and S. M. Daghash. 2020. “Enhancing flexural capacity of RC columns through near surface mounted SMA and CFRP bars.” J. Compos. Mater. 54 (29): 4661–4676. https://doi.org/10.1177/0021998320937054.
Youssef, M. A., M. S. Alam, and M. Nehdi. 2008. “Experimental investigation on the seismic behavior of beam–column joints reinforced with superelastic shape memory alloys.” J. Earthquake Eng. 12 (7): 1205–1222. https://doi.org/10.1080/13632460802003082.
Zafar, A., and B. Andrawes. 2015. “Seismic behavior of SMA–FRP reinforced concrete frames under sequential seismic hazard.” Eng. Struct. 98: 163–173. https://doi.org/10.1016/j.engstruct.2015.03.045.
Zhang, C., G. Gholipour, and A. A. Mousavi. 2019. “Nonlinear dynamic behavior of simply-supported RC beams subjected to combined impact-blast loading.” Eng. Struct. 181: 124–142. https://doi.org/10.1016/j.engstruct.2018.12.014.
Zhang, C., G. Gholipour, and A. A. Mousavi. 2020a. “Blast loads induced responses of RC structural members: State-of-the-art review.” Composites, Part B 195: 108066. https://doi.org/10.1016/j.compositesb.2020.108066.
Zhang, C., G. Gholipour, and A. A. Mousavi. 2020b. “State-of-the-art review on responses of RC structures subjected to lateral impact loads.” Arch. Comput. Methods Eng. 28: 1–31.
Zhao, W., J. Ye, and J. Qian. 2021. “Dynamic behavior and damage mechanisms of reinforced concrete piers subjected to truck impact.” Eng. Fail. Anal. 121: 105158. https://doi.org/10.1016/j.engfailanal.2020.105158.
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Received: Jul 12, 2021
Accepted: Mar 22, 2022
Published online: Jun 8, 2022
Published in print: Aug 1, 2022
Discussion open until: Nov 8, 2022
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Cited by
- Amirmozafar Benshams, Farzad Hatami, Mesbah Saybani, Probabilistic seismic assessment of innovative concrete bridge piers with Engineered Cementitious Composites (ECC) by different types of shape memory alloys (SMAs) bars, Smart Materials and Structures, 10.1088/1361-665X/acbcb0, 32, 3, (035039), (2023).