Cyclic Response of Precast, Hollow Bridge Columns with Postpour Section and Socket Connection
Publication: Journal of Structural Engineering
Volume 148, Issue 1
Abstract
Accelerated bridge construction (ABC) has been used extensively to achieve rapid construction, to reduce traffic congestion and environmental impacts, and to ensure reliable quality control. Precast columns are typically precast with a solid section and then inserted into a socket foundation that is deeper than the maximum dimensions of the column section. To reduce the weight of the precast column and foundation for easy transportation and assembly, an alternative solution was proposed that uses a hollow section column with high-strength concrete and a foundation with a shallow socket. After the column was erected, postpour concrete (PPC) was then poured into the hollow column to a certain depth to strengthen the shear capacity in the plastic hinge region. Two precast columns with different depths of the PPC were investigated experimentally by cyclic loading test and were compared with a cast-in-place (CIP) reference column. The cyclic loading test results showed that the precast, hollow, high-strength concrete column with socket connection exhibited emulative seismic performance of the CIP reference. A deeper PPC section shows to improve the energy-dissipating capacity of the precast column. The effect of the PPC depth on the precast column and footing was investigated both experimentally and numerically.
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Data Availability Statement
Some or all data, models, or code generated or used during the study are available from the corresponding author by request.
Acknowledgments
This study is supported by the Science & Technology Department of Sichuan Province (Grant No. 2016HH0036), the National Natural Science Foundation of China (Grant No. 51678490), the National Science Fund for Distinguished Young Scholars (51525804), and China-Indonesia Joint Research Center for High-speed Railway Technology (Grant No. KY201801005).
References
AASHTO. 2014. AASHTO guide specifications for LRFD seismic bridge design. Washington, DC: AASHTO.
ACI (American Concrete Institute). 2013. Guide for testing reinforced concrete structural elements under slowly applied simulated seismic loads. ACI 374. Farmington Hills, MI: ACI.
Berry, M., M. Parrish, and M. Eberhard. 2020. PEER structural performance database, user’s manual. Berkeley, CA: Pacific Earthquake Engineering Research Center, Univ. of California.
Bu, Z.-Y., Y.-C. Ou, J.-W. Song, N.-S. Zhang, and G. C. Lee. 2016. “Cyclic loading test of unbonded and bonded posttensioned precast segmental bridge columns with circular section.” J. Bridge Eng. 21 (2): 04015043. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000807.
Canha, R. M. F., K. de Borja Jaguaribe Jr., A. L. H. de Cresce El, and M. K. El Debs. 2009. “Analysis of the behavior of transverse walls of socket base connections.” Eng. Struct. 31 (3): 788–798. https://doi.org/10.1016/j.engstruct.2008.11.008.
Cassese, P., P. Ricci, and G. M. Verderame. 2017. “Experimental study on the seismic performance of existing reinforced concrete bridge piers with hollow rectangular section.” Eng. Struct. 144 (Aug): 88–106. https://doi.org/10.1016/j.engstruct.2017.04.047.
CEN (European Committee for Standardization). 2005. Design of structures for earthquake resistance—Part 3: Assessment and retrofitting of buildings. EN 1998-3: EUROCODE 8. Brussels, Belgium: CEN.
Chinese Standard. 2011. Code for design of building foundation. [In Chinese.] GB50007-2011. Beijing: China Architecture & Building Press.
Fujino, Y., S. Hashimoto, and M. Abe. 2005. “Damage analysis of Hanshin expressway viaducts during 1995 Kobe earthquake. I: Residual inclination of reinforced concrete piers.” J. Bridge Eng. 10 (1): 45–53. https://doi.org/10.1061/(ASCE)1084-0702(2005)10:1(45).
Haber, Z. B., M. S. Saiidi, and D. H. Sanders. 2013. Precast column-footing connections for accelerated bridge construction in seismic zones. Reno, NV: Center for Civil Engineering Earthquake Research, Univ. of Nevada.
Haraldsson, O. S., T. M. Janes, M. O. Eberhard, and J. F. Stanton. 2013. “Seismic resistance of socket connection between footing and precast column.” J. Bridge Eng. 18 (9): 910–919. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000413.
Mashal, M., S. White, and A. Palermo. 2016. “Quasi-static cyclic testing of emulative cast-in-place connections for accelerated bridge construction in seismic regions.” Bull. N. Z. Soc. Earthquake Eng. 49 (3): 267–282. https://doi.org/10.5459/bnzsee.49.3.267-282.
McKenna, F., G. Fenves, and M. Scott. 2000. Open system for earthquake engineering simulation (OpenSees). Berkeley, CA: Univ. of California.
National Academies of Sciences, Engineering, and Medicine. 2020. Proposed AASHTO seismic specifications for ABC column connections. NCHRP 935. Washington, DC: National Academies Press.
Osanai, Y., F. Watanabe, and S. Okamoto. 1996. “Stress transfer mechanism of socket base connections with precast concrete columns.” ACI Struct. J. 93 (3): 266–276. https://doi.org/10.14359/9686.
Pan, Z., and B. Li. 2013. “Truss-arch model for shear strength of shear-critical reinforced concrete columns.” J. Struct. Eng. 139 (4): 548–560. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000677.
Priestley, M., and R. Park. 1987. “Strength and ductility of concrete bridge columns under seismic loading.” ACI Struct. J. 84 (1): 61–76. https://doi.org/10.14359/2800.
Priestley, M. J. N., R. Verma, and Y. Xiao. 1994. “Seismic shear strength of reinforced concrete columns.” J. Struct. Eng. 120 (8): 2310–2329. https://doi.org/10.1061/(ASCE)0733-9445(1994)120:8(2310).
Scott, B. D., R. Park, and M. J. Priestley. 1982. “Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates.” ACI J. Proc. 79 (1): 13–27. https://doi.org/10.14359/10875.
Sritharan, S. 2020. Design and performance verification of a bridge column/footing/pile system for accelerated bridge construction (ABC). Ames, IA: Iowa State Univ.
Tazarv, M., and M. S. Saiidi. 2015. “UHPC-filled duct connections for accelerated bridge construction of RC columns in high seismic zones.” Eng. Struct. 99 (Sep): 413–422. https://doi.org/10.1016/j.engstruct.2015.05.018.
White, S., and A. Palermo. 2016. “Quasi-static testing of posttensioned nonemulative column-footing connections for bridge piers.” J. Bridge Eng. 21 (6): 04016025. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000872.
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© 2021 American Society of Civil Engineers.
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Received: Jul 13, 2020
Accepted: Aug 26, 2021
Published online: Oct 25, 2021
Published in print: Jan 1, 2022
Discussion open until: Mar 25, 2022
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