Technical Papers
Jan 4, 2023

Mechanical Behavior of Steel–Concrete Joint in a Bidirectional Curved Pylon of a Long-Span Cable-Stayed Bridge

Publication: Journal of Bridge Engineering
Volume 28, Issue 3

Abstract

The complex mechanical behavior of a steel–concrete joint (SCJ) in a bidirectional curved pylon of a cable-stayed bridge is investigated using finite-element analysis (FEA) and a 1:4 scaled full-section model test. Formulas for the stress distribution and stress nonuniformity coefficients of the concrete in the SCJ are proposed to evaluate the force transmission characteristic of the SCJ. The FEA results indicate that variations in the section stiffness at both the bearing plate and the end of the steel structure result in abrupt stress changes and distinct spatial force characteristics of the SCJ. The experimental results reveal that the SCJ exhibits better force resistance than the concrete and steel transition segments, and the force transfer is dominant through the bearing plate. The proposed formulas are validated by using the measured results, which reveal significant nonuniformity in the stress distribution. The stiffness variation at the bearing plate, nonuniform concrete stress distribution, and spatial force characteristics should be considered during the design of similar SCJs in spatial pylons.

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Acknowledgments

This study was supported by the Shudao Investment Group Science and Technology Program (Grant Number SRIG2020GG0001).

References

Alvarez-Anton, L., M. Koob, J. Diaz, and J. Minnert. 2016. “Optimization of a hybrid tower for onshore wind turbines by building information modeling and prefabrication techniques.” Vis. Eng. 4 (1): 1–9. https://doi.org/ 10.1186/s40327-015-0032-4.
Au, F. T. K., and Z. Z. Bai. 2006. “Two-dimensional nonlinear finite element analysis of monotonically and non-reversed cyclically loaded RC beams.” Eng. Struct. 29 (11): 2921–2934. https://doi.org/10.1016/j.engstruct.2006.12.009.
Bamaga, S. O., M. M. Tahir, C. S. Tan, P. N. Shek, and R. Aghlara. 2019. “Push-out tests on three innovative shear connectors for composite cold-formed steel–concrete beams.” Constr. Build. Mater. 223: 288–298. https://doi.org/10.1016/j.conbuildmat.2019.06.223.
Chen, J. L., J. W. Li, and X. H. He. 2020. “Design optimization of steel–concrete hybrid wind turbine tower based on improved genetic algorithm.” Struct. Des. Tall Special Build. 29 (10): e1741. https://doi.org/10.1002/tal.1741.
Clemence, L., H. Piseth, S. Hugues, B. Nicolas, and P. Franck. 2019. “An innovative concrete–steel structural system for long-span structure allowing a fast and simple erection.” Structures 21: 55–74. https://doi.org/10.1016/j.istruc.2019.04.016.
Gimsing, N. J., and C. T. Georgakis. 2011. Cable supported bridges: Concept and design. 3rd ed. Hoboken, NJ: Wiley.
He, S. H., P. D. Guan, Q. Wang, Z. Fang, and A. Mosallam. 2021. “Investigation on structural performance of perfobond strip connector group in steel–concrete joints.” Eng. Struct. 242: 112571. https://doi.org/10.1016/j.engstruct.2021.112571.
Kim, M. O., T. M. Kim, D. Y. Lee, and M. K. Kim. 2019. “Experimental investigation of the steel–concrete joint in a hybrid tower for a wind turbine under fatigue loading.” KSCE J. Civ. Eng. 23 (7): 2971–2982. https://doi.org/10.1007/s12205-019-1171-2.
Oehlers, D. J., and S. M. Park. 1992. “Shear connectors in composite beams with longitudinally cracked slabs.” J. Struct. Eng. 118 (8): 2004–2022. https://doi.org/10.1061/(ASCE)0733-9445(1992)118:8(2004).
Pu, Q. H., S. L. Yang, Z. Shi, Y. Hong, and Y. Zhou. 2021. “Fatigue performance of an innovative steel–concrete joint in long-span railway hybrid box girder cable-stayed bridges.” J. Bridge Eng. 26 (2): 04020129. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001680.
Rozentale, I., and A. Paeglitis. 2017. “Criteria for assessment of bridge aesthetic and visual quality.” IOP Conf. Ser.: Mater. Sci. Eng. 251 (1): 012073. https://doi.org/10.1088/1757-899X/251/1/012073.
Ryan, A., and S. Joe. 2007. “Aesthetics, design-build, and workhorse bridges.” Transp. Res. Rec. 2028 (1): 34–41. https://doi.org/10.3141/2028-05.
Shi, Z., H. Hu, and J. Q. Li. 2021. “Axis optimization of arch-shaped pylons for high-speed railway cable-stayed bridges.” Eng. Struct. 227: 111424. https://doi.org/10.1016/j.engstruct.2020.111424.
Sung, Y. C., D. W. Chang, and E. H. Teo. 2006. “Optimum post-tensioning cable forces of Mau-Lo Hsi cable-stayed bridge.” Eng. Struct. 28 (10): 1407–1417. https://doi.org/10.1016/j.engstruct.2006.01.009.
Tang, M. C. 2018. “Forms and aesthetics of bridges.” Engineering 4 (2): 267–276. https://doi.org/10.1016/j.eng.2017.12.013.
Tian, Y. J., F. Gao, and T. Wang. 2015. “Analysis of prestressing strands relaxation on structure of youth Olympic Landscape Bridge in Nanjing.” [In Chinese.] World Bridges 43 (5): 53–57.
Wei, X., and S. Z. Qiang. 2013. “Specimen test for mechanics behavior of steel–concrete composite joint in pylon of cable-stayed bridge.” [In Chinese.] Eng. Mech. 30 (1): 255–260, 313. https://doi.org/10.6052/j.issn.1000-4750.2011.06.0351.
Wen, W. Q., S. W. Li, A. G. Yan, and J. H. Zeng. 2021. “Numerical analysis on the time-varying temperature field distribution patterns of ballastless track steel–concrete composite box girders at ambient temperature based on field measurements.” Adv. Bridge Eng. 2 (1): 21. https://doi.org/10.1186/S43251-021-00043-W.
Xiao, L., H. W. Ye, X. Wei, and S. Z. Qiang. 2014. “Study on mechanical behavior and load transfer mechanism of steel–concrete composite joint of cable-stayed bridge pylon.” [In Chinese.] China Civ. Eng. J. 47 (3): 88–96. https://doi.org/10.15951/j.tmgcxb.2014.03.003.
Yan, L., and L. Z. Liang. 2012. “Bridge technology and aesthetics of Chinese poetry in bridge design.” Adv. Mater. Res. 2091 (594–597): 1600–1603. https://doi.org/10.4028/www.scientific.net/AMR.594-597.1600.
Yang, S. L., Q. H. Pu, Z. Shi, and H. Yu. 2020. “Mechanical behavior of steel–concrete composite joints in railway hybrid cable-stayed bridges.” J. Constr. Steel Res. 173: 106242. https://doi.org/10.1016/j.jcsr.2020.106242.
Yao, Y. D., M. Yan, Z. Shi, Y. Wang, and Y. Bao. 2021. “Mechanical behavior of an innovative steel–concrete joint for long-span railway hybrid box girder cable-stayed bridges.” Eng. Struct. 239: 112358. https://doi.org/10.1016/j.engstruct.2021.112358.
Zhou, X. Z., and L. J. Peng. 2007. “Construction technology of south tower of Nanjing Third Yangtze River Bridge.” [In Chinese.] J. China Foreign Highway 4: 115–117.
Zou, Y., J. Di, J. T. Zhou, Z. Y. Zhang, X. J. Li, H. Zhang, and F. J. Qin. 2020. “Shear behavior of perfobond connectors in the steel–concrete joints of hybrid bridges.” J. Constr. Steel Res. 172: 106217. https://doi.org/10.1016/j.jcsr.2020.106217.
Zou, Y., K. D. Zheng, J. T. Zhou, Z. Y. Zhang, and X. J. Li. 2021. “Mechanical behavior of perfobond connector group in steel–concrete joint of hybrid bridge.” Structures 30: 925–936. https://doi.org/10.1016/j.istruc.2021.01.046.

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Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 28Issue 3March 2023

History

Received: Mar 21, 2022
Accepted: Nov 13, 2022
Published online: Jan 4, 2023
Published in print: Mar 1, 2023
Discussion open until: Jun 4, 2023

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Associate Professor, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of the Northbound 1, Second Ring Rd., Chengdu 610031, China (corresponding author). ORCID: https://orcid.org/0000-0001-5546-6797. Email: [email protected]
Meiling Zhong [email protected]
Master’s Student, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of the Northbound 1, Second Ring Rd., Chengdu 610031, China. Email: [email protected]
Jiachang Gu [email protected]
Master’s Student, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of the Northbound 1, Second Ring Rd., Chengdu 610031, China. Email: [email protected]
Master’s Student, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of the Northbound 1, Second Ring Rd., Chengdu 610031, China. Email: [email protected]
Tongzhuo Zhang [email protected]
Master’s Student, Dept. of Bridge Engineering, Southwest Jiaotong Univ., 111 Section of the Northbound 1, Second Ring Rd., Chengdu 610031, China. Email: [email protected]

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