JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE) ›› 2016, Vol. 46 ›› Issue (6): 113-119.doi: 10.6040/j.issn.1672-3961.0.2016.137

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Model test of the Beipan River's new open-web continuous rigid frame bridge corner node

PENG Yuancheng1, DONG Xu2*, LIANG Na3, DENG Zhenquan2   

  1. 1. CCCC Second Highway Consultant Co. LTD, Wuhan 430057, Hubei, China;
    2. Geotechnical and Structural Engineering Research Center, Shandong University, Jinan 250061, Shandong, China;
    3. Shandong Bureau of Quality and Technical Supervision Information Center, Jinan 250002, Shandong, China
  • Received:2016-04-26 Online:2016-12-20 Published:2016-04-26

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Abstract: In order to investigate mechanical performances of open-web continuous rigid frame bridge corner node, 1∶5 scaled model test girder was designed. Through the static load test, the static data acquisition instrument and deflection measurement sensors were used to measure the strain and deflection of model test girders under cantilever state. The finite element analysis(FEA)numerical model of test girder had been conducted, and numerical results were compared with test results. The results showed that, the corner nodes of open-web continuous rigid frame bridge had mechanical properties that were different from those of conventional slant-legged rigid frame bridge. The longitudinal top plates of model girder were subjected to pressure stress. Corner node region was under so high local stress that must be strengthened during design process. Shear lag effect also existed in the corner node model. Numerical simulation results were basically in accord with test data. This research revealed the mechanical performances of open-web continuous rigid frame bridge corner node, and verified the feasibility of numerical simulation, and provided a theoretical guild for same 山 东 大 学 学 报 (工 学 版)第46卷 - 第6期彭元诚,等:北盘江新型空腹式连续刚构桥角隅节点模型试验研究 \=-type bridge corner node design.

Key words: bridge engineering, open-web continuous rigid-frame, mechanical performances, corner node, experimental research, numerical simulation

CLC Number: 

  • U448.23
[1] YOSHIKAWA M, HAYASHI H, KAWAKITA S, et al. Construction of Benten viaduct, rigid-frame bridge with seismic isolators at the foot of piers[J]. Cement and Concrete Composites, 2000, 22(1):39-46.
[2] 徐向峰, 赵香萍, 张峰, 等. 重载铁路连续刚构桥徐变精细化数值分析[J]. 山东大学学报(工学版), 2015, 45(4):69-74. XU Xiangfeng, ZHAO Xiangping, ZHANG Feng, et al. Refined analysis of creep effect for heavy haul railway continuous rigid frame bridge[J]. Journal of Shandong University(Engineering Science), 2015, 45(4):69-74.
[3] 石雄伟, 刘海鹏, 周勇军, 等. 双薄壁墩间距对连续刚构桥地震响应的影响[J]. 交通运输工程学报, 2010, 10(3): 35-40. SHI Xiongwei, LIU Haipeng, ZHOU Yongjun, et al. Effect of double-thin-wall distance on seismic response of continuous rigid frame bridge[J]. Journal of Traffic and Transportation Engineering, 2010, 10(3):35-40.
[4] 宗周红, 高铭霖, 夏樟华. 基于健康监测的连续刚构桥有限元模型确认(I):基于响应面法的有限元模型修正[J]. 土木工程学报, 2011, 44(2): 90-98. ZONG Zhouhong, GAO Minglin, XIA Zhanghua. Finite element model validation of the continuous rigid frame bridge based on structural health monitoring Part I: FE model updating based on the response surface method[J]. China Civil Engineering Journal, 2011, 44(2):90-98.
[5] 郭健, 刘世忠,孙炳楠. 大跨度预应力斜腿刚构桥的结点应力分析[J]. 中国公路学报, 2002, 15(1):78-81. GUO Jian, LIU Shizhong, SUN Bingnan. Joints stress analysis of a prestressed-concrete slant-legged rigid frame bridge[J]. China Journal of Highway and Transport, 2002, 15(1):78-81.
[6] 勾红叶, 蒲黔辉, 施洲. 大跨度V形刚构拱组合桥V形墩梁节点模型试验研究[J]. 土木工程学报, 2010, 43(3): 99-105. GOU Hongye, PU Qianhui, SHI Zhou. Model test for the V-shape pier-girder joint of long-span V-shape rigid frame composite arch bridges[J]. China Civil Engineering Journal, 2010, 43(3):99-105.
[7] 宗昕, 彭元诚, 吴游宇, 等. 北盘江特大桥结构设计[J]. 公路, 2013, 8(8): 22-26. ZONG Xin, PENG Yuancheng, WU Youyi, et al. Structural design of Beipan river bridge[J]. Highway, 2013, 8(8):22-26.
[8] 杨书杨. 新型空腹式刚构桥与普通刚构桥的对比分析[D]. 武汉: 华中科技大学, 2013:19-46. YANG Shuyang. Comparison of open-web and ordinary rigid frame bridge[D]. Wuhan: Huazhong University of Science & Technology, 2013:19-46.
[9] 卢斌. 空腹式连续刚构桥静动力学特性[D]. 西安: 长安大学, 2014. LU Bin. The performance of opened-web continuous rigid frame bridge[D]. Xi'an: Chang'an University, 2014.
[10] 卢斌, 王凯华, 李高超, 等. 设计参数对空腹式连续刚构桥关键截面内力的影响[J]. 公路交通科技, 2014, 31(12): 73-77. LU Bin, WANG Kaihua, LI Gaochao, et al. Influence of design parameters on key section internal force in open-web continuous rigid frame bridge[J]. Journal of Highway and Transportation Research and Development, 2014, 31(12):73-77.
[11] 韩洪举, 黄坤全. 290 m空腹式刚构桥三角区施工技术[J]. 桥梁建设, 2011(3):81-84. HAN Hongju, HUANG Kunquan. Construction techniques for triangle area of a 290 m span open-web continuous rigid-frame bridge[J]. Bridge Construction, 2011(3):81-84.
[12] 黄坤全, 彭旭民. 空腹式连续刚构桥施工过程受力特性分析[J]. 桥梁建设, 2011(3):40-43. HUANG Kunquan, PENG Xumin. Analysis of mechanical behavior of a presressed concrete open-web continuous rigid-frame bridge in construction process[J]. Bridge Construction, 2011(3):40-43.
[13] 王立鹏, 巩思锋. 钢筋混凝土梁电化学锈蚀及受弯承载力试验研究[J]. 山东大学学报(工学版), 2009, 39(2): 113-117. WANG Lipeng, GONG Sifeng. Study of electrochemical corrosion and bearing capacity of corroded reinforced concrete beams[J]. Journal of Shandong University(Engineering Science), 2009, 39(2): 113-117.
[14] 管延华, 蒋斌松, 宋修广, 等. FRP—螺栓联合加固RC梁受剪承载能力试验研究[J]. 山东大学学报(工学版), 2010, 40(2): 82-87. GUAN Yanhua, JIANG Binsong, SONG Xiuguang, et al. Experimental study on RC beams strengthened in shear with hybrid bonding of FRP[J]. Journal of Shandong University(Engineering Science), 2010, 40(2): 82-87.
[15] SHAKYA K, WATANABEB K, MATSUMOTOA K, et al. Application of steel fibers in beam—column joints of rigid-framed railway bridges to reduce longitudinal and shear rebars[J]. Construction and Building Materials, 2012, 27: 482-489.
[16] 王海源, 章龙, 张乐文, 等. 预防连续箱梁施工裂缝的温度监测与有限元分析[J]. 山东大学学报(工学版), 2011, 41(3): 82-90. WANG Haiyuan, ZHANG Long, ZHANG Lewen, et al. Temperature monitoring and finite element analysis of preventing construction cracks in a continuous box girder[J]. Journal of Shandong University(Engineering Science), 2011, 41(3): 82-90.
[17] KALANTARI A, AMJADIAN M. An approximate method for dynamic analysis of skewed highway bridges with continuous rigid deck[J]. Engineering Structures, 2010, 32(9): 2850-2860.
[18] GIL B, BAYO E. An alternative design for internal and external semi-rigid composite joints part I: experimental research[J]. Journal of Engineering Structures, 2008, 30(1): 218-231.
[19] GIL B, BAYO E. An alternative design for internal and external semi-rigid composite joints part II: finite element modelling and analytical study[J]. Journal of Engineering Structures, 2008, 30(1): 232-246.
[20] 王恩东. 箱梁桥桥面铺装受力特性研究[J]. 山东大学学报(工学版), 2008, 38(2):71-76. WANG Endong. Strength characteristic analysis of box girder bridge pavement[J]. Journal of Shandong University(Engineering Science), 2008, 38(2):71-76.
[21] 王连广, 慕光波. 预应力空腹式钢骨混凝土梁受弯性能研究[J]. 工程力学, 2011, 28(8):113-118. WANG Lianguang, MU Guangbo. Research on bending performance of prestressed lattice type steel reinforced concrete beam[J]. Engineering Mechanics, 2011, 28(8):113-118.
[22] 中华人民共和国住房与城乡建设部. GB 50010—2010 混凝土结构设计规范[S]. 北京: 中国建筑工业出版社, 2010.
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