Analysis of static performance of cable-stayed arch cooperative bridge without back cable

• Autorzy: Zheng Xilong , Cui Yujun

Identyfikatory

DOI

10.24425/ace.2022.140657

• Języki publikacji: EN

Abstrakty

EN

In this paper, the stiffness and internal force of the finite element model of a cable-stayed bridge, arch bridge and cooperative system bridge with the same span are analyzed, and the stress characteristics of cooperative system bridge compared with arch bridge and cable-stayed bridge are studied. In the stiffness analysis, the live load deflections of the arch bridge (maximum deflection - 6.07 mm) and the cooperative system bridge (maximum deflection - 6.00 mm) are similar, while the cable-stayed bridge (maximum deflection - 16.27 mm) has a larger deflection. In the internal force analysis, compared with the internal force of the main girder, it can be seen that the girder of the cooperative system bridge reduces the girder-column effect compared with the cable-stayed bridge. The main girder of the cooperative system bridge reserves more stress than the arch bridge. In the stress analysis of arch rib, the axial force and bending moment of arch rib under dead load of cooperative system bridges are greater than the cooperative system bridge. The maximum difference of axial force and bending moment between arch bridge and cooperative system bridge is 16.2% and 58.8%, but there is no obvious difference under live load. In the stress analysis of the cable tower, the advantages of the cooperative system bridge are more obvious under dead load and live load. In the comparative analysis between the cable and the derrick, the dead load and live load are mainly carried by the derrick, and the derrick bears 84% dead load and 97% live load. The research results can provide reference for the stress analysis of similar bridge structures.

Słowa kluczowe

EN

cable-stayed bridge; arch rib; cooperative system; internal force; analysis; stiffness; stay cable

PL

most wiszący; żebro łukowe; system kooperatywny; analiza; siła wewnętrzna; sztywność; cięgno wantowe

• Wydawca: Komitet Inżynierii Lądowej i Wodnej PAN ; Politechnika Warszawska, Wydział Inżynierii Lądowej
• Czasopismo: Archives of Civil Engineering
• Rocznik: 2022
• Tom: Vol. 68, nr 2
• Strony: 531--548
• Opis fizyczny: Bibliogr. 20 poz., il., tab.

Twórcy

autor

Zheng Xilong

• School of Civil and Architectural Engineering, Harbin University, Harbin, Heilongjiang, China

• https://orcid.org/0000-0001-5571-667X

autor

Cui Yujun

• School of Traffic Engineering, Shenyang Jianzhu University, Shenyang, Liaoning, China

• https://orcid.org/0000-0001-6494-5335

Bibliografia

• [1] D.P. Billingon, A. Nazmy, “History and Aesthetics of Cable-Stayed Bridges”, Journal of Structural Engineering, 1991, vol. 117, no. 10, pp. 3103-3134, DOI: 10.1061/(ASCE)0733-9445(1991)117:10(3103).
• [2] J.Y. Chen, “History of bridge development in China and current problems”, Shanxi Architecture, 2008.
• [3] M.C. Tang, “Aesthetics of Cable-Stayed Bridges”, Transportation Research Record Journal of the Transportation Research Board, 2000, vol. 1696, pp. 34-43, DOI: 10.3141/1696-40.
• [4] K.J. Fu, J.H. Song, X.J Gan, et al., “Aesthetics Thinking and Simulation of Cable-stayed Bridges”, Transportation Science & Technology, 2012, pp. 41-44.
• [5] C.C. Tang, H.S. Shu, Y.C. Wang, “Stability analysis of steel cable-stayed bridges”, Structural Engineering & Mechanics, 2001, vol. 11, no. 1, pp. 35-48, DOI: 10.12989/sem.2001.11.1.035.
• [6] B.C. Chen, T.L. Wang, “Overview of concrete-filled steel tube arch bridges in China”, Practice Periodical on Structural Design and Construction, 2009, vol. 14, no. 2, pp. 70-80. DOI: 10.1061/(ASCE)1084-0680(2009)14:2(70).
• [7] B. Chen, J. Su, S. Lin, G. Chen, H. Tabatabai, “Development and application of concrete arch bridges in China”, Journal of Asian Concrete Federation, 2017, vol. 3, pp. 12-19, DOI: 10.18702/acf.2017.06.3.1.12.
• [8] S. Nakamura, H. Tanaka, K. Kato, “Static analysis of cable-stayed arch bridge with concrete filled steel pipes”, Journal of Constructional Steel Research, 2009, vol. 64, pp. 247-252.
• [9] K. Miyachi, S. Nakamura, “Ultimate strength and collapse process of cable-stayed arch bridges”, Bridge structures, 2014, vol. 10, no. 2-3, pp. 63-75, DOI: 10.3233/BRS-140072.
• [10] H. Tanaka, S. Nakamura, K. Kato, “Structural characteristics of cable-stayed arch bridges”, Kozo Kogaku Ronbunshu. A (Journal of Structural Engineering. A), 2008, vol. 54A, pp. 617-625.
• [11] Z. Zhe, “Cooperation of Cable-stayed Bridge with Other Bridges”, Journal of Wuhan University of Technology, 2008.
• [12] A.I. Yong-Ming, P.M. Huang, X.S. Qian, B.C. Yang, “Effects of arch rib crossbars on dynamic and stabilization characteristics of cable-stayed arch bridge”, Journal of Guangxi University (Natural Science Edition), 2010.
• [13] Y.Y. Zhao, J.G Lv, Z.P. Yi, “Time-Variant Reliability Analysis of Existing Reinforced Concrete Simply-Supported Girder Bridge”, World Bridges, 2005, pp. 33-36.
• [14] Q.S. Sun, H.G. Han, “Study on mechanical behavior of cable-stayed arch bridge without back cable”, Journal of China & Foreign Highway, 2015, vol. 35, pp. 204-208.
• [15] Z.P. Yi, L.H. Wang, J.G. Lv, “Structural characteristics and static analysis of cable-stayed arch bridge”, Journal of China & Foreign Highway, 2006, pp. 99-102.
• [16] H.J. Kang, X.Z. Yang, B. Zhuo, “A comparative study of two new Bridges - cable-stayed arch Bridges”, Journal of China & Foreign Highway, 2007, pp. 84-88.
• [17] X.X. Yan, W. Lu, Y.B. Yang, “Study on in-plane nonlinear stability of cable-stayed arch bridge”, Sichuan Building Science, 2013, vol. 39, pp. 66-69.
• [18] W. Wang, W. Yan, L. Deng, H. Kang, “Dynamic analysis of a cable-stayed concrete-filled steel tube arch bridge under vehicle loading”, Journal of Bridge Engineering, 2015, vol. 20, no. 5. DOI: 10.1061/(ASCE)BE.1943-5592.0000675
• [19] P. Galvín, J. Domínguez, “Dynamic analysis of a cable-stayed deck steel arch bridge”, Journal of Constructional Steel Research, 2008, vol. 63, no. 8, pp. 1024-1035, DOI: 10.1016/j.jcsr.2006.11.001.
• [20] W. Wei, D. Lu, H. Kang, “Dynamic performance of a cable-stayed concrete-filled steel tube arch bridge under vehicular loading”, presented at International Symposium on Structural Engineering, 2014.

Uwagi

Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).