Chapter
Oct 3, 2019
Transportation Research Congress 2017

The Cable Cutting Phenomenon in the Construction of Suspension Bridge and Its Optimization Scheme

Publication: Transportation Research Congress 2017: Sustainable, Smart, and Resilient Transportation

ABSTRACT

The main cable's line shape of suspension bridge with matching cable saddle is designed according to a rational completion status of the bridge. However, the cable line shape of the suspension bridge compared with designed cable saddle have a deviation angle in the construction process. This condition resulted in cable cutting between the main cable and saddle, which was called the cable cutting phenomenon. The cable cutting phenomenon is unfavorable and difficult to avoid completely. To ensure safety, taking not only corresponding measurements of the cable structure in the construction process, but also optimizing the construction scheme to reduce the deflection angle between the cable and the saddle. In order to reduce the phenomenon of cable cutting in the construction process, this paper analyzes an example of the self-anchored suspension bridge with finite element calculation, adjusting of the suspender tensioning order, taking into account linear and cable forces, and optimizing the tension scheme. The result shows that the consideration of the cable cutting effect on the main cable is necessary for suspension bridges. Appropriate tensioning optimizing scheme can significantly eliminate the unfavorable condition of the main cable in system conversion process.

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REFERENCES

HU, Jian-hua. Research on Structural System and Static-dynamic Performance of Long-span Self-anchored Suspension Bridges [D]. Changsha: Hunan University, 2006.
JTJ xxx-2002. Design Specification for Highway Suspension Bridge [S].
LI, Chuan-xi, WANG, Lei, LIU, Guang-dong. Separate Calculation Method on Suspension Bridge Saddle's Position [J]. China Journal of Highway and Transport, 2005, 18(1): 63-68.
LIU, Zhao, LIU, Hou-jun. New Arithmetic for Cable Deflection and Gravity Stiffness of Suspension Bridges [J]. Engineering Mechanics, 2009,26(6): 127-132.
LEI, Jun-qing, ZHENG, Ming-zhu, XU, Gong-yi. Suspension Bridge Design [M]. Beijing: China Communications Press, 2002.
TANG, Mao-lin, SHEN, Rui-li, QIANG, Shi-zhong. An Accurate Calculation Method for Erecting Curves of Wire Strands of Long Suspension Bridges [J]. Journal of Southwest Jiaotong University, 2001,36(3):303-307.
WANG, Shao-rui, ZHOU, Zhi-xiang, GAO, Yan-mei, et al. Newton-Raphson Algorithm for Pre-offsetting of Cable Saddle on Suspension Bridge [J]. China Journal of Highway and Transport, 2016,29(1): 82-88.
WANG, Xiao-ming, HE, Shuan-hai, DUAN, Rui-fang. Hanger Tensioning Process Analysis of Self-anchored Suspension Bridge with Spatial Cables [J]. Engineering Mechanics, 2016, 33(10): 164-172.
WEI, Jia-le. Study on Calculation Method of Free Cable Shape for Self-anchored Suspension Bridge [J]. Journal of Highway and Transportation Research and Development, 2016: 33(11) : 93-98, 103.
YAN, Kun, SHEN, Rui-li, CHEN, Wei-guo. Influence of Bending Rigidity on Geometric Shape of Main Cable [J]. Bridge Construction, 2011,47(1):22-25,29.
ZHOU, Chang-dong, TAN, Yong-gao, SONG, Guan-bao. The Installation of the Suspension Bridge Superstructure [M]. Beijing: China Communications Press, 2004.

Information & Authors

Information

Published In

Go to Transportation Research Congress 2017
Transportation Research Congress 2017: Sustainable, Smart, and Resilient Transportation
Pages: 30 - 37
Editors: Linbing Wang, Ph.D., Virginia Polytechnic University, Hongren Gong, Ph.D., University of Tennessee, Knoxville, and Baoshan Huang, Ph.D., University of Tennessee, Knoxville
ISBN (Online): 978-0-7844-8251-3

History

Published online: Oct 3, 2019
Published in print: Oct 3, 2019

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Authors

Affiliations

Yinghao Chen [email protected]
Research Institute of Highway, Ministry Transport, No. 8 Courtyard, Xitucheng Rd., Haidian District, Beijing 100088. E-mail: [email protected]
Ho'hai Univ., No. 8 Focheng West Rd., Jiangning District, Nanjing 210000. E-mail: [email protected]
Research Institute of Highway, Ministry Transport, No. 8 Courtyard, Xitucheng Rd., Haidian District, Beijing 100088. E-mail: [email protected]

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