• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
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Volume 27 Issue 1
Jan.  2014
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Journal of Southwest Jiaotong University  > 2014  >  27(1): 52-58.
YE Huawen, LI Cuijuan, XU Xun, XIAO Lin, QIANG Shizhong. Full-Scale Model Test of Pre-stressed Cable-Pylon Anchorage for Single-Oblique-Pylon Cable-Stayed Bridges[J]. Journal of Southwest Jiaotong University, 2014, 27(1): 52-58. doi: 10.3969/j.issn.0258-2724.2014.01.009
Citation: YE Huawen, LI Cuijuan, XU Xun, XIAO Lin, QIANG Shizhong. Full-Scale Model Test of Pre-stressed Cable-Pylon Anchorage for Single-Oblique-Pylon Cable-Stayed Bridges[J]. Journal of Southwest Jiaotong University, 2014, 27(1): 52-58. doi: 10.3969/j.issn.0258-2724.2014.01.009
shu

Full-Scale Model Test of Pre-stressed Cable-Pylon Anchorage for Single-Oblique-Pylon Cable-Stayed Bridges

doi: 10.3969/j.issn.0258-2724.2014.01.009
  • Received Date: 12 Apr 2013
  • Publish Date: 25 Jan 2014
    Abstract
  • In order to ensure the safety of cable-pylon anchorage of Maxin Bridge in Xiamen, a full-scale model test under oblique loading and spatial finite element analysis were conducted to analyze the mechanical behavior of the prestressed cable pylon installed with asymmetric cables and embedded with small-radius U shape prestressed system. The complicated anchorage zone was investigated under different service phrases, including prestressing, service, asymmetric cable action, and overloading. The results show that numerical and experimental results have a good agreement, the effective prestress has a significant effect on the behavior of the zone, and the effect of asymmetric cable loading is slight. In addition, the ultimate bearing capacity of the cable-pylon anchorage with hooped prestress system exceeds 1.7 times the design cable load, which verifies its reliability.

     

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  • 项贻强, 易绍平, 杜晓庆. 南京长江二桥南汊桥斜拉索塔节段足尺模型的研究[J]. 土木工程学报, 2000, 33(1): 15-22. XIANG Yiqiang, YI Shaoping, DU Xiaoqing. Study on the full scale segmental model of tower of cable-stayed bridge of The Second Yangtze River Bridge in Nanjing[J]. Civil Engineering Journal, 2000, 33(1): 15-22.
    项贻强, 陈国强. 鄱阳湖口大桥索塔节段足尺模型试验与分析研究[J]. 中国公路学报, 2000, 13(10): 74-78. XIANG Yiqiang, CHENG Guoqiang. The test and spatial analysis for the full scale segment model of the cable pylon of Poyanghukou Bridge[J]. China Journal of Highway and Transport, 2000, 13(10): 74-78.
    刘钊, 孟少平, 刘智. 润扬大桥北汊斜拉桥索塔节段足尺模型试验研究[J]. 土木工程学报, 2004, 37(6): 35-40. LIU Zhao, MENG Shaoping, LIU Zhi. Full-scale model test for pylon segment of the cable-stayed bridge of Runyang Yangtze River Bridge[J]. Civil Engineering Journal, 2004, 37(6): 35-40.
    陶齐宇. 大跨度斜拉桥预应力混凝土索塔关键问题研究[D]. 成都:西南交通大学, 2012.
    苏庆田, 秦飞. 组合索塔锚固区水平受力机理的理论与试验[J]. 同济大学学报:自然科学版, 2011, 39(8): 1120-1125. SU Qingtian, QIN Fei. Theory and experiment on horizontal mechanical behavior in anchorage zone of composite cable-pylon[J]. Journal of Tongji University: Natural Science, 2011, 39(8): 1120-1125.
    钟继卫, 黄展军, 王波, 等. 扭背索斜拉桥非对称索塔锚固区足尺模型试验研究[J]. 世界桥梁, 2011(4): 45-48. ZHONG Jiwei, HUANG Zhanjun, WANG Bo, et al. Study of full scale model test for asymmetric anchor zone in pylon of cable-stayed bridge with twist plane back stays[J]. World Bridges, 2011(4): 45-48.
    刘世建. 井字型预应力体系在索塔锚固区的应用及试验研究[D]. 重庆:重庆交通大学, 2008.
    刘兆丰, 孟鑫, 赵人达, 等. 长寿长江公路大桥索塔节段足尺模型试验研究[J]. 公路交通科技, 2009, 26(8): 77-83. LIU Zhaofeng, MENG Xin, ZHAO Renda. Full-scale model test for pylon segment of Changshou Yangtze River Highway Bridge[J]. Journal of Highway and Transportation Research and Development, 2009, 26(8): 77-83.
    叶华文, 强士中. 厦门马新大桥索塔锚固区受力性能试验研究报告[R]. 成都:西南交通大学, 2012.
    HENGPRATHANEE S. Linear and nonlinear finite element analysis of anchorage zones in post-tensioned concrete structures[D]. Blacks-Burg: Virginia Polytechnic Institute and State University, 2004.
    JO B W, BYUN Y J, TAE G H. Structural behavior of cable anchorage zones in prestressed concrete cable-stayed bridge[J]. Can. J. Civ. Eng., 2002, 29(1): 171-180.
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