Abstract
This paper investigates the seismic performance of posttensioned concrete bridge columns combining cast-in-place and precast segments to achieve optimal response to cyclic loadings and construction. For this purpose, a monolithic bridge column (MBC), a hybrid bridge column with a combination of precast segments and a cast-in-place column base (HBC), and a precast segmental bridge column (PSBC) were designed and built. The three columns were subjected to cyclic loading to assess the seismic capacity. Experimental data showed the HBC to have better performance regarding hysteretic characteristics, energy dissipation, and stiffness degradation compared to the PSBC. The HBC and PSBC both exhibited significantly higher self-resetting capacity than the MBC. The corresponding numerical simulations were conducted based on OpenSees platform, and the results were compared with the test data. Using the validated numerical model, further parametric analyses were carried out to assess the energy dissipation capacity of the HBCs. This was found to increase with the height-to-diameter ratio of the cast-in-place column base until a certain threshold. A reasonable height-to-diameter ratio of the cast-in-place region with different axial compression and longitudinal reinforcing ratios could be defined for improving the energy dissipation capacity in seismic design of the proposed HBCs.
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References
ACI 374.2R-13 (2013) Guide for testing reinforced concrete structural elements under slowly applied simulated seismic loads. American Concrete Institute, Farmington Hills
Billington SL, Yoon JK (2004) Cyclic response of unbonded posttensioned precast columns with ductile fiber-reinforced concrete. J Bridge Eng 9(4):353–363
Bu ZY, Ou YC, Song JW, Zhang NS, Lee GC (2016) Cyclic loading test of unbonded and bonded posttensioned precast segmental bridge columns with circular section. J Bridge Eng 21(2):04015043
Cai ZK, Wang Z, Yang TY (2018) Experimental testing and modeling of precast segmental bridge columns with hybrid normal- and high-strength steel rebars. Constr Build Mater 166:945–955
Chou CC, Chen YC (2006) Cyclic tests of post-tensioned precast CFT segmental bridge columns with unbonded strands. Earthq Eng Struct D 35:159–175
Cruz Noguez C, Saiidi M (2013) Performance of advanced materials during earthquake loading tests of a bridge system. J Struct Eng 139(1):144–154
ElGawady MA, Sha’lan A (2011) Seismic behavior of self-centering precast segmental bridge bents. J Bridge Eng 16(3):328–339
ElGawady M, Booker AJ, Dawood HM (2010) Seismic behavior of posttensioned concrete-filled fiber tubes. J Compos Constr 14(5):616–628
EN 1992-1-1 (2004) Eurocode 2: design of concrete structures-Part 1–1: general rules and rules for buildings. European Committee for Standardization, Brussels
Esmaeily A, Xiao Y (2004) Behavior of reinforced concrete columns under variable axial loads. ACI Struct J 101(1):124–132
GB 50010-2010 (2010) Code for design of concrete structures. Ministry of Housing and Urban-Rural Development of the People’s Republic of China, Beijing
Guerrini G, Restrepo JI, Massari M, Vervelidis A (2015) Seismic behavior of posttensioned self-centering precast concrete dual-shell steel columns. J Struct Eng 141(4):04014115
Hung HH, Sung YC, Lin KC, Jiang CR, Chang KC (2017) Experimental study and numerical simulation of precast segmental bridge columns with semi-rigid connections. Eng Struct 136:12–25
Jeong ILH, Sakai J, Mahin AS (2008) Shaking table tests and numerical investigation of self-centering reinforced concrete bridge columns. In: Report no. PEER 2008/06. Pacific Earthquake Engineering Research Center, University of California, Berkeley
JTG 3362–2018 (2018) Specifications for design of highway reinforced concrete and prestressed concrete bridges and culverts. Ministry of Transport of the People’s Republic of China, Beijing
Kawashima K, Ichikawa S, ElGawady M, Sasaki T, Matsuzaki H, Yamanobe S (2012) Effect of UFC segments for enhancing the seismic performance of bridge columns. In: 15th World conference on earthquake engineering. Lisbon, pp 24–28
Kim TH, Lee HM, Kim YJ, Shin HM (2010) Performance assessment of precast concrete segmental bridge columns with a shear resistant connecting structure. Eng Struct 32:1292–1303
Kim DH, Moon DY, Kim MK, Zi G, Roh H (2015) Experimental test and seismic performance of partial precast concrete segmental bridge column with cast-in-place base. Eng Struct 100:178–188
Kotoky N, Dutta A, Deb SK (2019) Comparative study on seismic vulnerability of highway bridge with conventional and HyFRC piers. Bull Earthq Eng 17:2281–2306
Krawinkler H (1996) Cyclic loading histories for seismic experimentation on structural components. Earthq Spectra 12(1):1–12
Lee HS, Kage T, Noguchi T, Tomosawa F (2003) An experimental study on the retrofitting effects of reinforced concrete columns damaged by rebar corrosion strengthened with carbon fiber sheets. Cem Concr Res 33:563–570
Li C, Hao H, Bi K (2019) Seismic performance of precast concrete-filled circular tube segmental column under biaxial lateral cyclic loadings. Bull Earthq Eng 17:271–296
Marriott D, Pampanin S, Palermo A (2010) Quasi-static and pseudo-dynamic testing of unbonded post-tensioned rocking bridge piers with external replaceable dissipaters. Earthq Eng Struct D 38(3):331–354
Mazzoni S, McKenna F, Scott MH, et al (2008) Open system for earthquake engineering simulation (OpenSees). http://opensees.berkeley.edu. Accessed 12 Jan 2019
Motaref S (2011) Seismic response of precast bridge columns with energy dissipating joints. Ph.D. Thesis, University of Nevada, Reno, USA
Motaref S, Saiidi MS, Sanders DH (2010) Experimental study of precast bridge columns with built-in elastomer. Transp Res Rec 2202:109–116
Motaref S, Saiidi MS, Sanders D (2014) Shake table studies of energy-dissipating segmental bridge columns. J Bridge Eng 19(2):186–199
Nikbakht E, Rashid K (2018) Investigation on seismic performance and functionality of self-centring post-tensioned segmental columns. Struct Infrastruct E 14(6):730–742
Ou YC, Tsai MS, Chang KC, Lee GC (2010) Cyclic behavior of precast segmental concrete bridge columns with high performance or conventional steel reinforcing bars as energy dissipation bars. Earthq Eng Struct D 39(11):1181–1198
Ou YC, Oktavianus Y, Tsai MS (2013) An emulative precast segmental concrete bridge column for seismic regions. Earthq Spectra 29(4):1441–1457
Popa V, Papurcu A, Cotofana D, Pascu R (2015) Experimental testing on emulative connections for precast columns using grouted corrugated steel sleeves. Bull Earthq Eng 13(8):2429–2447
Shim CS, Chung CH, Kim HH (2008) Experimental evaluation of seismic performance of precast segmental bridge piers with a circular solid section. Eng Struct 30(12):3782–3792
Shim CS, Chung YS, Yoon JY (2011) Cyclic behavior of prefabricated circular composite columns with low steel ratio. Eng Struct 33:2525–2534
Shim C, Lee S, Park S, Koem C (2017) Experiments on prefabricated segmental bridge piers with continuous longitudinal reinforcing bars. Eng Struct 132:671–683
Sun Z, Wang D, Bi K, Si B (2016) Experimental and numerical investigations on the seismic behavior of bridge piers with vertical unbonded prestressing strands. Bull Earthq Eng 14(2):501–527
Wang JC, Ou YC, Chang KC, Lee GC (2008) Large-scale seismic tests of tall concrete bridge columns with precast segmental construction. Earthq Eng Struct D 37(11):1449–1465
Wang Z, Ge J, Wei H (2014) Seismic performance of precast hollow bridge piers with different construction details. Front Struct Civ Eng 8(4):399–413
Wang Z, Qu H, Li T, Wei H, Wang H, Duan H, Jiang H (2018a) Quasi-static cyclic tests of precast bridge columns with different connection details for high seismic zones. Eng Struct 158:13–27
Wang J, Wang Z, Tang Y, Liu T, Zhang J (2018b) Cyclic loading test of self-centering precast segmental unbonded posttensioned UHPFRC bridge columns. Bull Earthq Eng 16:5227–5255
Yang Y, Sneed LH, Morgan A, Saiidi MS, Belarbi A (2015) Repair of RC bridge columns with interlocking spirals and fractured longitudinal bars: an experimental study. Constr Build Mater 78:405–420
Yoon IS, Shin H, Kang THK (2019) Comparative study on performance of corrosion protective systems for post-tensioned concrete members. ACI Struct J 116(3):273–284
Zhai Y, Zhang Y (2018) Damage index analysis of prefabricated segmental bridge columns under cyclic loading. Lat Am J Solids Struct 15(11):e137
Zhang Y, Dias-da-Costa D (2017) Seismic vulnerability of multi-span continuous girder bridges with steel fibre reinforced concrete columns. Eng Struct 150:451–464
Zhang YY, Harries KA, Yuan WC (2013) Experimental and numerical investigation of the seismic performance of hollow rectangular bridge piers constructed with and without steel fiber reinforced concrete. Eng Struct 48:255–265
Zhao J, Sritharan S (2007) Modeling of strain penetration effects in fiber-based analysis of reinforced concrete structures. ACI Struct J 104(2):133–141
Acknowledgements
The authors would like to acknowledge the financial support from the National Natural Science Foundation of China (Grant Nos. 51508276, 51838004), and from the Australian Research Council through its Discovery Early Career Researcher Award (Grant No. DE150101703).
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Zhang, Y., Wu, G. & Dias-da-Costa, D. Cyclic loading tests and analyses of posttensioned concrete bridge columns combining cast-in-place and precast segments. Bull Earthquake Eng 17, 6141–6163 (2019). https://doi.org/10.1007/s10518-019-00714-0
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DOI: https://doi.org/10.1007/s10518-019-00714-0