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CHEN Bao-chun, LIU Jun-ping. Review of construction and technology development of arch bridges in the world[J]. Journal of Traffic and Transportation Engineering, 2020, 20(1): 27-41. doi: 10.19818/j.cnki.1671-1637.2020.01.002
Citation: CHEN Bao-chun, LIU Jun-ping. Review of construction and technology development of arch bridges in the world[J]. Journal of Traffic and Transportation Engineering, 2020, 20(1): 27-41. doi: 10.19818/j.cnki.1671-1637.2020.01.002
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Review of construction and technology development of arch bridges in the world

doi: 10.19818/j.cnki.1671-1637.2020.01.002

  • College of Civil Engineering, Fuzhou University, Fuzhou 350116, Fujian, China

More Information
  • Author Bio:

    CHEN Bao-chun(1958-), male, professor, PhD, baochunchen@fzu.edu.cn

  • Corresponding author: CHEN LIUJun-ping(1977-), male, associateprofessor, PhD, ljp0486@163.com
  • Received Date: 2019-11-10
  • Publish Date: 2020-02-25
    Abstract
  • To understand the development of arch bridges in the world in the recent 20 years, the construction and technology development of steel arch bridges, concrete arch bridges and concrete-filled steel tube(CFST) arch bridges were analyzed, and the future development was discussed. Analysis result shows that in the high-speed railway bridges with large live load and prominent power problem, the arch bridges have outstanding application advantage because of great rigidity. In terms of spans, the statistical average spans of steel arch bridges, concrete arch bridges and concrete-filled steel tube arch bridges are 464, 370 and 425 m, respectively, and the maximum spans of three kinds of arch bridges are increasing, especially for CFST arch bridges. In terms of materials, the application trend of high-strength steels in steel arch bridges is not obvious; the concrete strength is increasing with the span development of concrete arch bridges, and ultra-high performance concrete(UHPC) has been applied; the material strength of CFST arch rib is increasing; the proposal of ultra-high performance mortar(UHPM) will help the competitive advantage of masonry arch bridges. In terms of structures, the important technical development directions include the application of new materials, composite cross-sections of the arches and composite structures of the bridges, and the continuous and lightweight structures of the deck system, as well as more attention on their robustness. In terms of erection technologies, the invention of CFST stiff skeleton erection method, swing erection method and rapid erection method promotes the construction technologies of arch bridges. Driven by structural innovation and technological progress, arch bridges are still to be built in large quantities because of their unique advantages in aesthetics, economy, structure, and so on; the UHPC is expected to bring revolutionary change to arch bridges; in the aspect of span, the concrete arch bridges are expected to make more obvious breakthrough in the near future; the continuity, lightness and robustness of the deck system and its work together with main arch rib are also important development directions.

     

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