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International Journal of Steel Structures

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20-12-2022

Parameter Sensitivity Study on Static and Dynamic Mechanical Properties of the Spatial Y-shaped Tied Arch Bridge

Authors: Jianpeng Sun, Zihan Tan, Jiaju Zhang, Wenwu Sun, Li Zhu

Published in: International Journal of Steel Structures | Issue 2/2023

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Abstract

The spatial Y-shaped tied arch bridge is a rare form of innovative bridge on arch bridges around the world. It has important reference significance for the design and construction of bridge engineering worldwide. This arch bridge is novel in design and adopts single and double arch ribs combined structure. However, as a novel bridge type, its force situation is indetermination, so it is very important to study its mechanical properties and parameter sensitivity. In order to study the mechanical properties of the spatial Y-shaped tied arch bridge and the influence of structural parameters, this paper takes a spatial Y-shaped tied arch bridge under construction in China as the research object. The finite element software MIDAS Civil is used to establish the bridge model. The finite element model is used to analyze the static and dynamic performance of the spatial Y-shaped tied arch bridge under the use stage and the mechanical change trend under the influence of different rise-span ratios and double arch bifurcation angles. The results of single arch rib and double arch rib under constant load and live load are compared under different structural parameters in this paper, and the parameter sensitivity analysis of statics and dynamics is carried out. These analyses provide the adjustment basis and design reference for the design of the special-shaped arch bridge in the future.

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Backer, H. D., Outtier, A., & Bogaert, P. V. (2014). Buckling design of steel tied-arch bridges. Journal of Constructional Steel Research, 103, 159–167. https://doi.org/10.1016/j.jcsr.2014.09.004CrossRef

Banerji, P., & Chikermane, S. (2012). Condition assessment of a heritage arch bridge using a novel model updation technique. Journal of Civil Structural Health Monitoring, 2, 1–16. https://doi.org/10.1007/s13349-011-0013-9CrossRef

Batista, E., & Ghavami, K. (2005). Development of brazilian steel construction. Journal of Constructional Steel Research, 61(8), 1009–1024. https://doi.org/10.1016/j.jcsr.2005.02.011CrossRef

Chen, B. C., & Wang, T. L. (2009). Overview of concrete filled steel tube arch bridges in China. Practice Periodical on Structural Design & Construction, 14(2), 70–80. https://doi.org/10.1061/(ASCE)1084-0680(2009)14:2(70)CrossRef

Cheng, X. X., Dong, J., Cao, S. S., Han, X. L., & Miao, C. Q. (2017). Static and dynamic structural performances of a special-shaped concrete-filled steel tubular arch bridge in extreme events using a validated computational model. Arabian Journal for Science & Engineering, 43, 1839–1863. https://doi.org/10.1007/s13369-017-2771-0CrossRef

Cheng, C., Xie, X., & Yu, W. (2021). Investigation of the fatigue stress of orthotropic steel decks based on an arch bridge with the application of the arlequin method. Materials, 14(24), 7653. https://doi.org/10.3390/ma14247653CrossRef

Fan, J., Xiao, Z., & Cheng, X. (2022). Numerical simulations of modal tests on Yingzhou Bridge using a passing vehicle as the excitation. Experimental Techniques, 46, 529–541. https://doi.org/10.1007/s40799-021-00484-yCrossRef

Feng, Y., Wang, C., Briseghella, B., Fenu, L., & Zordan, T. (2021). Structural Optimization of a Steel Arch Bridge with Genetic Algorithm. Structural Engineering International, 31(3), 347–356. https://doi.org/10.1080/10168664.2020.1773373CrossRef

Gou, H., Zhou, W., Chen, G., Bao, Y., & Pu, Q. (2018). In-situ test and dynamic response of a double-deck tied-arch bridge. Steel and Composite Structures, 27(2), 161–175. https://doi.org/10.12989/scs.2018.27.2.161CrossRef

He, W., & Chen, H. (2014). Characteristics and related research of through and half through arch bridges in China. Applied Mechanics & Materials, 488–489, 509–512. https://doi.org/10.4028/www.scientific.net/AMM.488-489.509CrossRef

Huang, Q., Wu, X., Wei, H., & Chen, Q. (2022). innovative design of novel main and secondary arch collaborative Y-shaped arch bridge and research on shear lag effect of its unconventional thin-walled steel box arch ribs. Applied Siences, 12, 8370. https://doi.org/10.3390/app12168370CrossRef

Huo, X. J., & Han, L. Z. (2014). Analysis of geometric nonlinearity of special-shaped arch bridges. Journal of Highway & Transportation Research & Development, 8(3), 37–45. https://doi.org/10.3969/j.issn.1002-0268.2013.07.009CrossRef

Jin, C., & Li, Q. S. (2009). Reliability analysis of a long span steel arch bridge against wind-induced stability failure during construction. Journal of Constructional Steel Research, 65(3), 552–558. https://doi.org/10.1016/j.jcsr.2008.07.019CrossRef

JTG D64-2015 (2015). Specification for design of highway steel bridge. Ministry of transport of the people’s Republic of China.

JTG/T D65-06-2015 (2015). Specifications for design of highway concrete-filled steel tubular arch bridges. Ministry of transport of the people’s Republic of China.

Kasimzade, A. A., Tuhta, S., Furkan, G., & Aydn, H. (2021). Obtaining dynamic parameters by using ambient vibration recordings on model of the steel arch bridge. Periodica Polytechnica Civil Engineering, 65(2), 608–618. https://doi.org/10.3311/PPci.16422CrossRef

Kou, C. H., Huang, Y. Z., Yang, G., Ma, S. W., & Wu, T. T. (2011). An investigation into the static mechanical behaviors of special-shaped arch bridge. Advanced Materials Research, 382, 289–292. https://doi.org/10.4028/www.scientific.net/AMR.382.289CrossRef

Li, C., Zeng, G., & Liu, Y. (2004). Determination of reasonable construction states of special-shaped tied-arch bridge with full framing. Iabse Symposium Report, 88(6), 373–378. https://doi.org/10.2749/222137804796291430CrossRef

Li, Q. N., Yin, J. H., Yan, L., Cheng, M. L., & Li, W. (2015a). Shaking table tests for a Y-shape bridge under multi-dimensional earthquake excitation. Journal of Vibration Shock, 34(15), 103–108. https://doi.org/10.13465/j.cnki.jvs.2015.15.019. (in Chinese).CrossRef

Li, Q., Cheng, M., Yin, J., & Zhou, C. (2016). Study on seismic disaster mechanism of irregular C-shaped curved bridge with high piers. KSCE Journal of Civil Engineering, 20, 1429–1436. https://doi.org/10.1007/s12205-015-0649-9CrossRef

Li, J., Tao, C., & Qin, H. (2018). Analysis of triangular frame prestressed and tuspender force on mechanical behavior of V pier special-shaped steel composite beam arch composite bridge. Journal of Zhengzhou University (natural Science Edition), 50(1), 116–122. https://doi.org/10.13705/j.issn.1671-6841.2017231. (in Chinese).CrossRef

Li, C., Wu, L. L., Chai, S., Zhao, Y., & Zhou, Y. J. (2020). Analysis of the influence of boundary conditions on the mechanical characteristics of arch bridge with composite arch. IOP Conference Series Earth and Environmental Science, 446, 052035. https://doi.org/10.1088/1755-1315/446/5/052035CrossRef

Li, Y., Zha, X., & Zhu, C. (2015b). Shenzhen bay flying swallow type composite arch bridge design. ProceeDings of the 2nd International Conference on Civil Materials and Environmental Sciences. https://doi.org/10.2991/cmes-15.2015.19CrossRef

Liu, A. R., Huang, Y. H., Yu, Q. C., & Rao, R. (2014a). An analytical solution for lateral buckling critical load calculation of leaning-type arch bridge. Mathematical Problems in Engineering, 2014(2014), 1–14. https://doi.org/10.1155/2014/578473MathSciNetCrossRefMATH

Liu, W., Guo, H., Li, H., & Li, Y. (2014b). Using BIM to improve the design and construction of bridge projects: A case study of a long-span steel-box arch bridge project regular paper. International Journal of Advanced Robotic Systems, 11, 125. https://doi.org/10.5772/58442CrossRef

Liu, B., Wang, Y., Hu, P., & Yuan, Q. (2015). Impact coefficient and reliability of mid-span continuous beam bridge under action of extra heavy vehicle with low speed. Journal of Central South University, 22(4), 1510–1520. https://doi.org/10.1007/s11771-015-2668-6CrossRef

Lonetti, P., Pascuzzo, A., & Aiello, S. (2018). Instability design analysis in tied-arch bridges. Mechanics of Advanced Materials and Structures. https://doi.org/10.1080/15376494.2017.1410911CrossRef

Lu, P., Zhang, J., & Zhao, R. (2009). Study on the mechanical performance of butterfly arch bridge. The Structural Design of Tall and Special Buildings, 18, 469–483. https://doi.org/10.1002/tal.449CrossRef

Lu, P., Zhang, J., Li, D., Zhou, Y., & Shi, Q. (2021). Conceptual design and experimental verification study of a special-shaped composite arch bridge. Structures, 29(1), 1380–1389. https://doi.org/10.1016/j.istruc.2020.12.018CrossRef

Ma, Y., Zhang, Y., Han, Q., Wang, F., Jiang, Y., & Li, H. (2021). Internal force calculation of half through arch bridge based on elastic foundation beam algorithm. International Conference on Smart Transportation and City Engineering, 2021, 12050R. https://doi.org/10.1117/12.2614420CrossRef

Min, X., & Santos, L. O. (2017). Dynamic assessment of the São João bridge structural integrity. Procedia Structural Integrity, 5, 325–331. https://doi.org/10.1016/j.prostr.2017.07.178CrossRef

Nonaka, T., & Ali, A. (2001). Dynamic response of half-through steel arch bridge using fiber model. Journal of Bridge Engineering, 6(6), 482–488. https://doi.org/10.1061/(ASCE)1084-0702(2001)6:6(482)CrossRef

Qin, S., Feng, J., Zhou, Y., Li, C., Huo, X., Figueiredo, E., & Yang, F. (2022). Investigation on the dynamic impact factor of a concrete filled steel tube butterfly arch bridge. Engineering Structures, 252, 113614. https://doi.org/10.1016/j.engstruct.2021.113614CrossRef

Roeder, C. W., Macrae, G., & Crocker, P. (2000). Dynamic response and fatigue of steel tied-arch bridge. Journal of Bridge Engineering, 5(1), 14–21. https://doi.org/10.1061/(ASCE)1084-0702(2000)5:1(14)CrossRef

Shi, Z., Hu, H., & Li, J. (2020). Axis optimisation of arch-shaped pylons for high-speed railway cable-stayed bridges. Engineering Structures, 227, 111424. https://doi.org/10.1016/j.engstruct.2020.111424CrossRef

Sun, J., Zhang, J., Huang, W., Zhu, L., Liu, Y., & Yang, J. (2020). Investigation and finite element simulation analysis on collapse accident of Heyuan Dongjiang Bridge. Engineering Failure Analysis, 115104655–S135063071931653X 104655. https://doi.org/10.1016/j.engfailanal.2020.104655

Sun, J., & Tan, Z. (2022). Seismic resilience-based design method for hybrid bridge pier under four-level seismic fortifcations. International Journal of Steel Structures, 22(5), 1578–1593.

Sun, J., & Zhufu, G. (2022). Mechanical behavior of laminated rubber isolation bearing with buckling steel plate. International Journal of Steel Structures , 22(4), 1069–1085. https://doi.org/10.1007/s13296-022-00623-0

Sun, J., Liu, K., Liu, G., & Li, H. (2021). A developed transfer matrix method for analysis of elastic–plastic behavior of structures. International Journal of Steel Structures, 21(5), 1620–1629. https://doi.org/10.1007/s13296-021-00524-8

Sun, J., Jiang, Y., Lv, G., Liu, K., & Zhao, J. (2022a). Simulation analysis on seismic performance of assembled composite energy dissipation pipe joint. International Journal of Steel Structures, 22(3), 880–893. https://doi.org/10.1007/s13296-022-00611-4

Sun, J., Qu, X., & Gao, C. (2022b). Study on the design method of ring groove rivet joint in aluminum alloy structure. International Journal of Steel Structures, 22(1), 294–307. https://doi.org/10.1007/s13296-021-00575-x

Sun, J., Lv, G., & Ma, X. (2022c). An improved typhoon simulation method based on Latin hypercube sampling method. Scientific Reports, 12(1), 9313.

Sun, J., Li, J., Jiang, Y., Ma, X., Tan, Z., & Zhufu, G. (2022d). Key construction technology and monitoring of long-span steel box tied arch bridge. International Journal of Steel Structures. https://doi.org/10.1007/s13296-022-00687-y

Sui, W., Li, H., Zhang, Q., Wang, Z., & Jin, X. (2020). The mechanical properties of a new corrugated steel plate damper and its application in a steel arch bridge. Structural Engineering, 24, 228–240. https://doi.org/10.1007/s12205-020-0888-2CrossRef

Svendsen, B. T., Petersen, Y. W., Frseth, G. T., & Rnnquist, A. (2021). Improved finite element model updating of a full-scale steel bridge using sensitivity analysis. Structure and Infrastructure Engineering. https://doi.org/10.1080/15732479.2021.1944227CrossRef

Tabar, A. M., Domenico, D. D., & Dindari, H. (2021). Seismic rehabilitation of steel arch bridges using nonlinear viscous dampers: Application to a case study. Practice Periodical on Structural Design and Construction, 26(3), 04021012. https://doi.org/10.1061/(ASCE)SC.1943-5576.0000576CrossRef

Tang, C., Zheng, L., & Zhang, Z. (2014). Construction controls for a half-through tied arch bridge in China. Structural Engineering International, 24(4), 557–561. https://doi.org/10.2749/101686614X13854694314766CrossRef

Tubaldi, E., Macorini, L., & Izzuddin, B. A. (2019). Identification of critical mechanical parameters for advanced analysis of masonry arch bridges. Structure and Infrastructure Engineering, 16(2), 328–345. https://doi.org/10.1080/15732479.2019.1655071CrossRef

Wang, H., Jiang, R., & Pan, Z. (2011). Design and analysis of slanting cross special-shaped arch bridge. Advanced Materials Research, 255–260, 786–791. https://doi.org/10.4028/www.scientific.net/AMR.255-260.786CrossRef

Wang, H., Tao, T., Zhou, R., Hua, X., & Kareem, A. (2014). Parameter sensitivity study on flutter stability of a long-span triple-tower suspension bridge. Journal of Wind Engineering and Industrial Aerodynamics, 128, 12–21. https://doi.org/10.1016/j.jweia.2014.03.004CrossRef

White, D., & Fortune, J. (2012). Using systems thinking to evaluate a major project: The case of the gateshead millennium bridge. Engineering, 19(2), 205–228. https://doi.org/10.1108/09699981211206124CrossRef

Wu, H. J., & Qiu, W. L. (2012). Dynamic performance and seismic analysis of tied arch bridge. Advanced Materials Research, 446–449, 1119–1122. https://doi.org/10.4028/www.scientific.net/AMR.446-449.1119CrossRef

Wu, W., Wang, H., Zhu, Y., Yu, J., Zhao, H., & Zhang, H. (2018). New hanger design approach of tied-arch bridge to enhance its robustness. KSCE Journal of Civil Engineering, 22, 4547–4554. https://doi.org/10.1007/s12205-018-1835-3CrossRef

Wu, G., Ren, W. X., Zhu, Y. F., & Hussain, S. (2021). Static and dynamic evaluation of a butterfly-shaped concrete-filled steel tube arch bridge through numerical analysis and field tests. Advances in Mechanical Engineering, 13(9), 1–13. https://doi.org/10.1177/16878140211044671CrossRef

Yan, L., Li, Q. N. I., Yin, J. H., Han, C., & Cheng, M. L. (2016). Shaking table tests for Y-shaped bridges under multi-dimensional seismic excitation. Journal of Vibration and Shock, 35(7), 167–176. https://doi.org/10.13465/j.cnki.jvs.2016.07.026. (in Chinese).CrossRef

Yan, L., & Li, Q. (2017). Experimental study on Y-shaped bridge under 3-dimentional earthquake ground motions. KSCE Journal of Civil Engineering, 21, 2329–2337. https://doi.org/10.1007/s12205-016-1039-7CrossRef

Ye, Y. (2020). Urban bridgescape space construction strategy. IOP Conference Series: Earth and Environmental Science, 567(1), 012045. https://doi.org/10.1088/1755-1315/567/1/012045CrossRef

Zhang, X., Liang, N., Lu, X., Gu, A., & Shan, J. (2019). Optimization method for solving the reasonable arch axis of long-span cfst arch bridges. Advances in Civil Engineering, 2019, 7235656. https://doi.org/10.1155/2019/7235656CrossRef

Zhang, K., Qi, T., Xue, X. W., Zhu, Z., & Sun, Q. (2020). Study on the influence of cable/sling damage on the natural vibration characteristics of special-shaped cable-stayed arch bridge without back cable. The Civil Engineering Journal, 04, 507–517. https://doi.org/10.14311/CEJ.2020.04.0044CrossRef

Zhang, J. (2021). Static and dynamic characteristics and vehicle bridge coupling vibration analysis of spatial Y-shaped steel arch bridge. Xi’an University of Architecture and Technology. https://doi.org/10.27393/d.cnki.gxazu.2021.000118CrossRef

Zhou, X., & Zhang, X. (2019). Thoughts on the development of bridge technology in china. Engineering, 5(6), 1120–1130. https://doi.org/10.1016/j.eng.2019.10.001CrossRef

Zhu, Q., Cui, D., & Du, Y. (2022). Non-contact identification of bridge deflection based on network camera[J]. Engineering Mechanics, 39(6), 146–155. https://doi.org/10.6052/j.issn.1000-4750.2021.03.0221CrossRef

Title: Parameter Sensitivity Study on Static and Dynamic Mechanical Properties of the Spatial Y-shaped Tied Arch Bridge
Authors: Jianpeng Sun
Zihan Tan
Jiaju Zhang
Wenwu Sun
Li Zhu
Publication date: 20-12-2022
Publisher: Korean Society of Steel Construction
Published in: International Journal of Steel Structures / Issue 2/2023
Print ISSN: 1598-2351
Electronic ISSN: 2093-6311
DOI: https://doi.org/10.1007/s13296-022-00705-z

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