Mechanical performances of box girder with corrugated steel webs under eccentric loading

LI Hong-jiang; YE Jian-shu; WAN Shui; WANG Yi

Volume 4 Issue 2

Turn off MathJax

Article Contents

Article Navigation > Journal of Traffic and Transportation Engineering > 2004 > 4(2): 23-26

Next Previous

LI Hong-jiang, YE Jian-shu, WAN Shui, WANG Yi. Mechanical performances of box girder with corrugated steel webs under eccentric loading[J]. Journal of Traffic and Transportation Engineering, 2004, 4(2): 23-26.

Citation:

LI Hong-jiang, YE Jian-shu, WAN Shui, WANG Yi. Mechanical performances of box girder with corrugated steel webs under eccentric loading[J]. Journal of Traffic and Transportation Engineering, 2004, 4(2): 23-26.

Citation:

PDF( 296 KB)

Mechanical performances of box girder with corrugated steel webs under eccentric loading

1.
Highway Research Institute of Ministry of Communications, Beijing 100088, China
2.
School of Transportation, Southeast University, Nanjing 210096, China

More Information

Author Bio:
LI Hong-jiang(1973-), male, PhD, 86-10-62079558, lhjtony@sina.com.cn
Received Date: 2003-06-29
Publish Date: 2004-06-25

Abstract

Abstract

With the finite element method, several geometrical parameters influencing its mechanical performances were analyzed. These parameters include the ratio of height and span, the ratio of width and span, corrugation configuration of steel web and the thickness of steel web. The results show that decreasing the ratio of height and span, the ratio of width and span, the configuration angle, horizontal panel width and the thickness of steel webs can improve its mechanical performances under eccentric loading.
- bridge engineering,
- corrugated steel web,
- box girder,
- eccentric loading,
- geometrical parameters

FullText(HTML)

References(8)

References

[1]	LI Hong-jiang, YE Jian-shu, WAN Shui, et al. Influence of shear deformation on the deflection of box girder with corrugated steel webs[J]. Journal of Traffic and Transportation Engineering, 2002, 2(4): 17-20. (in Chinese) http://transport.chd.edu.cn/article/id/200204004
[2]	李宏江, 叶见曙, 万水. 波形钢腹板剪切屈曲强度分析及几何参数设计[A]. 第十一届全国结构工程学术会议论文集[C]. 北京: 清华大学出版社, 2002.
[3]	LI Hong-jiang, WAN Shui, YE Jian-shu. Structural property of prestressed concrete box-girder with corrugated steel webs[J]. Journal of Highway and Transportation Research and Development, 2002, 19(3): 53-57. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK200203015.htm
[4]	CAI Qian-dian, RAN Yi-yuan. Discussion of structural properties on prestressed concrete box girder with corrugated steel webs[J]. Bridge Construction, 1994, 24(1): 26-30. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-QLJS401.005.htm
[5]	Rosignoli M. Prestressed concrete box girder bridges with folded steel plate webs[A]. Proceedings of Institute of Civil Engineering Structures and Bridges[C]. London: Thomas Telford Publishing House, 1999.
[6]	LIU Lei, QIAN Dong-sheng. Prestressed and combined girder bridge with corrugated steel webs[J]. Foreign Highway, 1999, 19(1): 26-30. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GWGL901.005.htm
[7]	LIU Hai-yan. List of prestressed concrete box girder with corrugated steelwebs in Japan[J]. Foreign Bridges, 2002, 30(1): 58-59. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GWQL200201012.htm
[8]	李宏江. 波形钢腹板箱梁扭转与畸变的试验研究及分析[D]. 南京: 东南大学, 2003.