user

LOCAL STRESS ANALYSIS AND MODEL TEST OF ARCH FOOT FOR A STEEL BOX ARCH BRIDGE ON HIGH-SPEED RAILWAY

被引：0
|
作者：
He, X. H. [1 ]
Zhao, A. H. [1 ]
Scanlon, A.
Asce, F.
Peng, L. P.
机构：
[1] Cent S Univ, Sch Civil Engn & Architecture, Changsha, Hunan, Peoples R China
来源：
PROCEEDINGS OF THE ASME JOINT RAIL CONFERENCE, VOL 1: RAILROAD INFRASTRUCTURE ENGINEERING SAFETY, SECURITY AND ENVIRONMENT | 2010年
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
A large span X-style steel box arch bridge is under construction for a high speed railway line between Nanning and Guangzhou. A 1:8 scale model test of the arch foot for the bridge is described. Based on the two-step finite element (FE) analysis method using commercial software, a global FE model of the bridge and local FE model of arch foot are developed. Local stress distributions of the arch foot are obtained. Typical experimental stresses measured in the scale model are presented and compared against those obtained from FE analyses of different models. The results are used to provide recommendations for design of the bridge and other similar bridges.
引用
收藏
页码：121 / 128
页数：8
相关论文
共 50 条
  • [41] Impact Factor of Through Continuous Rigid Frame-Arch Composite Bridge for High-Speed Railway
    Lin P.
    Hou S.
    Wang Y.
    Zhongguo Tiedao Kexue/China Railway Science, 2023, 44 (03): : 73 - 80
  • [42] Optimization on Axis of Arch-Shaped Pylon for High-Speed Railway Cable-Stayed Bridge
    Shi, Zhou
    Hu, Hao
    Pu, Qianhui
    Liu, Zhenbiao
    Yin, Tao
    Xinan Jiaotong Daxue Xuebao/Journal of Southwest Jiaotong University, 2021, 56 (03): : 469 - 476
  • [43] Analysis of Strain Responses of Long Span Steel Truss Arch Bridge Under Action of High-Speed Trains
    Zhao, Han-Wei
    Ding, You-Liang
    Li, Ai-Qun
    Bridge Construction, 2017, 47 (04) : 30 - 35
  • [44] Research on Mechanical Property Test of CFRP Hanger in Steel Box Arch Bridge
    Chen, Qiang
    Liu, Lingyong
    ADVANCES IN CIVIL ENGINEERING, PTS 1-6, 2011, 255-260 : 3070 - +
  • [45] Fatigue test and stress analysis of threaded connection of arch bridge stainless steel suspender
    Song, Yupu
    Liu, Hanyong
    ADVANCES IN FRACTURE AND DAMAGE MECHANICS IX, 2011, 452-453 : 541 - 544
  • [46] Bridge Deck Transverse Stress Analysis of Arch Tower Cable-Stayed Bridge With Steel Box Girder
    Cao, Yishan
    SUSTAINABLE CITIES DEVELOPMENT AND ENVIRONMENT PROTECTION, PTS 1-3, 2013, 361-363 : 1240 - 1244
  • [47] Brief research on arch hinge of the steel truss arch bridge by contact problem under local stress
    He, Wei
    Zhu, Yinqiao
    Chen, Renlong
    3RD INTERNATIONAL CONFERENCE ON ADVANCES IN ENERGY, ENVIRONMENT AND CHEMICAL ENGINEERING, 2017, 69
  • [48] Dynamic properties of a long-span continuous steel truss-arch bridge of high-speed railway across the Yangtze River
    Xia, C. Y.
    Zhong, T. Y.
    Zhang, N.
    Xia, H.
    PROCEEDINGS OF THE 3RD INTERNATIONAL SYMPOSIUM ON ENVIRONMENT VIBRATIONS: PREDICTION, MONITORING, MITIGATION AND EVALUATION, ISEV 2007, 2007, : 594 - 599
  • [49] Jinsha River Bridge, China: the world's first double-deck road and high-speed railway arch bridge
    Li, Yan Zhe
    Li, Hai Hong
    Xu, Bo Ao
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-BRIDGE ENGINEERING, 2020, 173 (03) : 179 - 189
  • [50] Study on Pylon Form and Anchorage Structure of Arch Supported Cable-Stayed Bridge for High-Speed Railway
    Li H.
    Zhongguo Tiedao Kexue/China Railway Science, 2022, 43 (01): : 85 - 91
12345