Three-Arch, Three-Cable Face Steel-Sided Rigid Tie Composite Arch Bridge
Автор: Xiangyu Li, Luojin Cao, Cheng Zhang, Liping Ma, Yong Li
Журнал: Нанотехнологии в строительстве: научный интернет-журнал @nanobuild
Рубрика: Исследование свойств наноматериалов
Статья в выпуске: 4 т.14, 2022 года.
Бесплатный доступ
This essay proposes a new structural system for a large span three-arch, three-cable face steel edge main beamrigid tie composite arch bridge. The authors invented a new structural form of a steel edge main girder rigid tie, and developed and designed a key arch-bar three-dimensional six-way space node structure. The analysis of results show that: compared with the traditional arch bridge, the large span three-arch three-cable face steel-sided main beam rigid ties composite arch bridgeis beautiful in shape, hasareasonable structure and efficient construction. It is a high-strength, high-performance composite structural system, with better strength, stiffness, stability and dynamic performance, which overcomes the large span ultra-wide bridge deck arch bridge horizontal thrust, poor transverse stability, and the key technical problems of acable joint control. The proposed structural form has a wide range of engineering application prospects.
Arch Bridge; Composite structure; Reasonable axis of arch; Steel edge main beam; Rigid ties; High-performance structural system
Короткий адрес: https://sciup.org/142234647
IDR: 142234647 | DOI: 10.15828/2075-8545-2022-14-4-328-338
Список литературы Three-Arch, Three-Cable Face Steel-Sided Rigid Tie Composite Arch Bridge
- Mao Yisheng. Bridge history. Beijing Publishing House; 2012.
- Wang Guoding, Zhong Shengbin. Arch Bridge. China communication press; 1997.
- Li Yong, Chen Yiyan, Nie Jianguo, Chen Baochun. Design and application of steel-concrete composite bridge. Science Press; 2002. Version 1.
- Li Yong. Theory and application of long-span steel-concrete composite bridge. Science Press; 2013.
- Li Yong. Wave truss composite structure bridge. Science Press; 2015.
- Nie Jianguo, Tao Muxuan, Wu Lili. New progress in research of steel-concrete composite bridge. China Civil Engineering Journal. 2012; 45(6): 13.
- Pan Jiyan. Long span steel bridge: Special invitation report of the Ninth National Academic Conference on Structural Engineering. Engineering Mechanics. 2000; 1(A01): 5.
- Lin Yangzi, Huang Qiao, Ren Yuan. Optimization and shape selection of arch axis of arch bridge. Highway transportation technology. 2007; 24(003): 59–63.
- Yang Yunbiao, Li Jian, Peng Jun. Adjustment of arch axis of long span half through arch bridge. Shanghai Highways. 2001; (1): 4.
- Liu Jiusheng, Wang Guoding. Discussion on allowable deviation of arch axis of long span arch bridge. EastChina highway. 2000; (6): 2.
- Qin Haiye. Discussion on stiffness ratio of tie bar and arch rib in rigid tie bar arch bridge. Zhejiang Hydrotechnics. 2002; (6): 2.
- Chen Baochun. Research Progress on calculation theory of concrete filled steel tube arch bridge. China Civil Engineering Journal. 2003; 36(12): 11.
- Nie Jianguo. Calculation and analysis of long-term deformation of steel-concrete composite beams. Building Structure.1997; (1): 4.
- Ning Lianwang. Theory and development of ANSYS finite element analysis. Shanxi science and technology. 2008; (4): 3.
- Chen Baochun. Research on construction of concrete filled steel tube arch bridge. Bridge construction. 2002; (3): 55–59.
- Qiu Bo, Liu Guangdong. Stability analysis of long span concrete filled steel tube arch bridge during construction. Highway engineering. 2003; 28(002): 35–36.
- Zhang Min, Zhou Shuixing, Hu Mianyi. Research on construction control principle and control analysis algorithm of concrete filled steel tube arch bridge. Highway transportation technology. 2003; 20(2): 39–42.
- Zhao Lei, Bu Yizi. Time varying mechanical analysis of construction stability of long span arch bridge. Railway Transaction. 2000; 22(005): 55–59.
