Mechanical property of segmental tower of cable-stayed bridge

CHEN Kang-ming; WU Qing-xiong; HUANG Han-hui

doi:10.19818/j.cnki.1671-1637.2016.05.003

Volume 16 Issue 5

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CHEN Kang-ming, WU Qing-xiong, HUANG Han-hui. Mechanical property of segmental tower of cable-stayed bridge[J]. Journal of Traffic and Transportation Engineering, 2016, 16(5): 17-29. doi: 10.19818/j.cnki.1671-1637.2016.05.003

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CHEN Kang-ming, WU Qing-xiong, HUANG Han-hui. Mechanical property of segmental tower of cable-stayed bridge[J]. Journal of Traffic and Transportation Engineering, 2016, 16(5): 17-29. doi: 10.19818/j.cnki.1671-1637.2016.05.003

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Mechanical property of segmental tower of cable-stayed bridge

doi: 10.19818/j.cnki.1671-1637.2016.05.003

School of Civil Engineering, Fuzhou University, Fuzhou 350116, Fujian, China

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Author Bio:
CHEN Kang-ming(1985-), male, assistant researcher, PhD, +86-591-83358433, chen-kang-ming@163.com
Received Date: 2016-06-12
Publish Date: 2016-10-25

Abstract

Abstract

Based on the segmental tower of Waitan Bridge in Ningbo City, the axial compressive loading experiment of 1∶3.34scaled-model was conducted by using the prestressed steel strand self-balanced loading mode, and the force transferring route, mechanical characteristics, actual bearing capacity and local instability mechanism of segmental tower for cable-stayed bridge were studied by using finite element method and considering initial imperfections and local buckling.Analysis result shows that the external loads are mainly carried by the plates of two outer boxes, the stresses of the plates of outer and inner box increase and decrease from the sections closing to the abrupt changing section, the external load of inner box gradually transmits to outer box, and the maximum stresses of stiffened plates appear on the abrupt changing sections. The measurement points can be categorized into three kinds according to the relationship between the measured and sectional average stresses, including the points under axial compression and compression-flexure along the insider and outsider of steel box.The strength reduction coefficient of segmental tower is larger than 0.90 from the reduced-scale model experiment, and the ultimate bearing capacity of the model obtained by the finite element analysis is 1.06 times of theoretical ultimate bearing capacity.Although the local buckling of stiffened plates can be preventedeffectively by using longitudinal stiffeners and diaphragms, the attention should be paid to the design and construction of longitudinal stiffeners near the intersection of top plates, bottom plates and inner web plates of two side boxes, especially the longitudinal stiffeners close to the abrupt changing section, since the abrupt changing section easily leads to the stress concentration, and it is likely to occur local buckling.The stiffened plates of outsider of steel box for the segment model fail to resist larger applied loads due to the local buckling occurring on the abrupt changing section.
- bridge engineering,
- main tower of cable-stayed bridge,
- reducing scale-model experiment,
- nonlinear finite element,
- strength reduction coefficient,
- local buckling

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References(26)

References

[1]	项海帆. 21世纪世界桥梁工程的展望[J]. 土木工程学报, 2000, 33(3): 1-6. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC200003000.htm XIANG Hai-fan. Prospect of world's bridge projects in 21st century[J]. China Civil Engineering Journal, 2000, 33(3): 1-6. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC200003000.htm
[2]	陈明宪. 斜拉桥的发展与展望[J]. 中外公路, 2006, 26(4): 76-86. https://www.cnki.com.cn/Article/CJFDTOTAL-GWGL200604024.htm CHEN Ming-xian. Development and outlook of cable-stayed bridge[J]. Journal of China and Foreign Highway, 2006, 26(4): 76-86. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GWGL200604024.htm
[3]	肖汝诚, 陈红, 魏乐永. 桥梁结构体系的研究、优化与创新[J]. 土木工程学报, 2008, 41(6): 69-74. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC200806015.htm XIAO Ru-cheng, CHEN Hong, WEI Le-yong. Study, optimization and innovation of bridge structure systems[J]. China Civil Engineering Journal, 2008, 41(6): 69-74. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC200806015.htm
[4]	彭旺虎, 邵旭东, 李立峰, 等. 无背索斜拉桥的概念、设计与施工[J]. 土木工程学报, 2007, 40(5): 26-33. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC200705006.htm PENG Wang-hu, SHAO Xu-dong, LI Li-feng, et al. The concept, design, and construction of cable-stayed bridges without backstays[J]. China Civil Engineering Journal, 2007, 40(5): 26-33. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC200705006.htm
[5]	肖海珠, 梅新咏, 高宗余, 等. 千米斜拉桥设计关键技术探讨[J]. 桥梁建设, 2006(增2): 1-4, 8. https://www.cnki.com.cn/Article/CJFDTOTAL-QLJS2006S2000.htm XIAO Hai-zhu, MEI Xin-yong, GAO Zong-yu, et al. Study of key techniques for design of cable-stayed bridge with span longer than 1 000meters[J]. Bridge Construction, 2006(S2): 1-4, 8. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-QLJS2006S2000.htm
[6]	王冲, 周莉, 孙东利, 等. 独塔斜拉桥钢桥塔锚固区钢锚箱应力分析[J]. 桥梁建设, 2015, 45(3): 51-57. https://www.cnki.com.cn/Article/CJFDTOTAL-QLJS201503013.htm WANG Chong, ZHOU Li, SUN Dong-li, et al. Stress analysis of steel anchor box in anchorage zone of steel pylon of a single-pylon cable-stayed bridge[J]. Bridge Construction, 2015, 45(3): 51-57. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-QLJS201503013.htm
[7]	张南, 洪英维. 体外索钢箱-混凝土组合梁力学性能研究[J]. 土木工程学报, 2006, 39(12): 60-66. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC200612009.htm ZHANG Nan, HONG Ying-wei. Mechanical performance of steel-concrete composite box beams with external tendons[J]. China Civil Engineering Journal, 2006, 39(12): 60-66. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC200612009.htm
[8]	YUAN H X, WANG Y Q, GARDNER L, et al. Localoverall interactive buckling of welded stainless steel box section compression members[J]. Engineering Structures, 2014, 67(4): 62-76.
[9]	足立正和, 崎元達郎, 村上秀樹, 等. 鋼製八角形断面柱脚の局部座屈考慮した応力-ひずみ型復元力モデル[J]. 構造工学論文集, 2001, 47A: 65-76. ADACHI M, SAKIMOTO T, MURAKAMI H, et al. Hysteretic stress-strain models for octagonal cross section steel piers in consideration of local buckling[J]. Journal of Structural Engineering, 2001, 47A: 65-76.
[10]	ZHENG Yi, USAMI T, GE Han-bin, et al. Ductility evaluation procedure for thin-walled steel structures[J]. Journal of Structural Engineering, 2000, 126(11): 1312-1319. doi: 10.1061/(ASCE)0733-9445(2000)126:11(1312)
[11]	USAMI T, GE Han-bin. Cyclic behavior of thin-walled steel structures-numerical analysis[J]. Thin Walled Structures, 1998, 32(1-3): 41-80. doi: 10.1016/S0263-8231(98)00027-5
[12]	AOKI T, SUSANTHA K A S. Seismic performance of rectangular-shaped steel piers under cyclic loading[J]. Journal of Structural Engineering, 2005, 131(2): 240-249. doi: 10.1061/(ASCE)0733-9445(2005)131:2(240)
[13]	王瑀, 储彤. 大跨度钢箱拱桥拱肋安装控制技术[J]. 公路, 2013(5): 24-27. https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL201305007.htm WANG Yu, CHU Tong. Installation and control technology of rib for long-span steel box arch bridge[J]. Highway, 2013(5): 24-27. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL201305007.htm
[14]	张文杰. 大跨径异型系杆钢拱桥主桥吊装施工技术[J]. 施工技术, 2011, 26(9): 66-70. https://www.cnki.com.cn/Article/CJFDTOTAL-GJIG201109019.htm ZHANG Wen-jie. Construction of hoisting and installation of main bridge in long-span steel arch bridge with irregularshaped tied-pole system[J]. Construction Technology, 2011, 26(9): 66-70. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GJIG201109019.htm
[15]	CHEN Kang-ming, WU Qing-xiong, NAKAMURA S, et al. Experimental and numerical study on compressive behavior of convex steel box section for arch rib[J]. Engineering Structures, 2016, 114: 35-47. doi: 10.1016/j.engstruct.2016.01.037
[16]	CHEN Kang-ming, WU Qing-xiong, CHEN Bao-chun, et al. Mechanical behaviors analysis on a arch rib segment of Yongjiang Bridge in the Eastern-Outer-Ring of Ningbo City[C]//ISBSE. 34th International Symposium on Bridge and Structural Engineering. Zurich: ISBSE, 2010: 172-179.
[17]	CHEN Kang-ming, WU Qing-xiong, CHEN Bao-chun, et al. Experimental study on a steel arch rib segment with convex sections[C]//CHEN Bao-chun, WEI Jian-gang. Proceedings of ARCH'10-the 6th International Conference on Arch Bridges. Dubronvnik: SECON-HDGK, 2010: 623-632.
[18]	吴庆雄, 陈康明, 陈宝春, 等. 凸形钢箱拱肋截面荷载试验和有限元分析[J]. 交通运输工程学报, 2012, 12(3): 19-27. http://transport.chd.edu.cn/article/id/201203003 WU Qing-xiong, CHEN Kang-ming, CHEN Bao-chun, et al. Loading test and finite element analysis on convex steel box section of arch rib[J]. Journal of Traffic and Transportation Engineering, 2012, 12(3): 19-27. (in Chinese). http://transport.chd.edu.cn/article/id/201203003
[19]	吴斌暄, 肖汝诚, 魏乐永. 斜拉桥钢桥塔极限承载力分析[J]. 石家庄铁道学院学报: 自然科学版, 2009, 22(2): 5-10. https://www.cnki.com.cn/Article/CJFDTOTAL-SJZT200902001.htm WU Bin-xuan, XIAO Ru-cheng, WEI Le-yong. Study on ultimate load capacity of steel pylon of cable stayed bridge[J]. Journal of Shijiazhuang Railway Institute: Natural Science, 2009, 22(2): 5-10. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-SJZT200902001.htm
[20]	2002 seismic design specifications for highway bridges[S].
[21]	张俊杰, 马骉. 宁波市外滩大桥后锚点的设计与研究[J]. 城市道桥与防洪, 2012(10): 38-44. https://www.cnki.com.cn/Article/CJFDTOTAL-CSDQ201210015.htm ZHANG Jun-jie, MA Biao. Design and study of back anchorage point of Waitan Bridge in Ningbo City[J]. Urban Roads Bridges and Flood Control, 2012(10): 38-44. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-CSDQ201210015.htm
[22]	张艳丽, 陈良春, 廖德川. 宁波外滩大桥异型斜拉桥结构关键施工技术[J]. 公路交通技术, 2012(1): 75-78. https://www.cnki.com.cn/Article/CJFDTOTAL-GLJT201201021.htm ZHANG Yan-li, CHEN Liang-chun, LIAO De-chuan. Key construction techniques for structure of irregular cable-stayed bridge in Ningbo Bund Bridge[J]. Technology of Highway and Transport, 2012(1): 75-78. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLJT201201021.htm
[23]	沈菲君, 张俊杰, 赵社戌. 外滩大桥索塔上塔头受力性能分析[J]. 公路, 2014(10): 163-166. https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL201410039.htm SHEN Fei-jun, ZHANG Jun-jie, ZHAO She-xu. Analysis of mechanical property of upper segment of tower of Waitan Bridge[J]. Highway, 2014(10): 163-166. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL201410039.htm
[24]	GB 50017-2003, 钢结构设计规范[S]. GB 50017-2003, code for design of steel structures[S]. (in Chinese).
[25]	HASEGAWA A, ABO H, MAUROOF M, et al. Optimum cross sectional shapes of steel compression members with local buckling[J]. Proceeding of Japan Society of Civil Engineers, 1985, 2(1): 121-129.
[26]	HASEGAWA A, ABO H, MAUROOF M, et al. A simplified analysis and optimality on the steel column behavior with local buckling[J]. Proceeding of Japan Society of Civil Engineers, 1986, 3(2): 195-204.

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Mechanical property of segmental tower of cable-stayed bridge

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