Volume 22 Issue 6
Dec.  2022
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Article Navigation >  Journal of Traffic and Transportation Engineering  > 2022  >  22(6): 46-66
ZHOU Yong-jun, WANG Ye-lu, ZHAO Yu, XUE Yu-xin, HAN Zhi-qiang. Review on research of anti-overturning of highway bridges with single-column piers[J]. Journal of Traffic and Transportation Engineering, 2022, 22(6): 46-66. doi: 10.19818/j.cnki.1671-1637.2022.06.003
Citation: ZHOU Yong-jun, WANG Ye-lu, ZHAO Yu, XUE Yu-xin, HAN Zhi-qiang. Review on research of anti-overturning of highway bridges with single-column piers[J]. Journal of Traffic and Transportation Engineering, 2022, 22(6): 46-66. doi: 10.19818/j.cnki.1671-1637.2022.06.003
shu

Review on research of anti-overturning of highway bridges with single-column piers

doi: 10.19818/j.cnki.1671-1637.2022.06.003
  • 1.

    School of Highway, Chang'an University, Xi'an 710064, Shaanxi, China

  • 2.

    Key Laboratory of Bridge Detection Reinforcement Technology of Ministry of Communications, Chang'an University, Xi'an 710064, Shaanxi, China

  • 3.

    School of Vehicle and Transportation Engineering, Taiyuan University of Science and Technology, Taiyuan 030024, Shanxi, China

Funds:

National Natural Science Foundation of China 52278138

National Key Research and Development Program of China 2021YFB2601000

Fundamental Research Funds for the Central Universities 300102218506

More Information
  • Author Bio:

    ZHOU Yong-jun(1978-), male, professor, PhD, zyj@chd.edu.cn

    WANG Ye-lu(1990-), male, engineer, doctoral student, 2017021032@chd.edu.cn

  • Received Date: 2022-07-19
    Available Online: 2023-01-10
  • Publish Date: 2022-12-25
    Abstract
  • To promote the sustainable development of highway bridges with single-column piers, the typical bridge overturning accidents at home and abroad were summarized. The research progress of highway bridges with single-column piers in the field of anti-overturning was systematically stated from three aspects: bridge overturning failure mechanism, influencing factors of overturning stability, and control methods for anti-overturning. The serious threat of overload to bridge structrue safety and the complexity and urgency of the overturning problem were emphasized. Research results show that bridge overturning accidents are mostly induced by eccentric overloaded vehicles, and the phenomenon of strong bending and weak overturning exists in these bridges with single-column piers. It is urgent to establish a calculation standard for heavy vehicle loads suitable for the bridge anti-overturning analysis due to different effects of vehicle loads on the bending moment, shear force, and torque moment of bridges. The overturning failure modes and the corresponding most unfavorable load states vary in terms of different bridges, and it is important to clarify the overturning axis mechanics models for the evolution of the most unfavorable overturning states of different failure modes, and the research should be intensified on the overturning axis mechanics models and the most unfavorable overturning states. The mechanism of bridge overturning under the coupling effect of temperature, prestress, shrinkage-creep, and bearing settlement is still unclear. Using the most unfavorable state of reaction force to describe the overturning limit state of the bridge ignores the mechanical connection between the overturning effect and the torque moment characteristics. It is suggested that the overturning failure modes and reasonable overturning axis mechanical models should be combined based on the reliability theory to improve the anti-overturning control calculation method, so as to reduce the safe operation risk of highway bridges with single-column piers. Under a certain extent of safety redundancy of anti-overturning and monitoring and maintaining of bridges, strengthening the management of overloads is the fundamental way to prevent such accidents. 2 tabs, 12 figs, 104 refs.

     

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    • References(104)
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