Investigation of reasonable sections for simply supported steel plate-concrete composite girder bridge

被引：0
|
作者：
Zhu, J. W. [1 ,2 ]
Liu, H. [1 ]
Zhai, X. L. [2 ]
机构：
[1] Changan Univ, Key Lab Bridge & Tunnel Engn Shaanxi Prov, Xian, Shaanxi, Peoples R China
[2] CCCC First Highway Consultants Co Ltd, Xian, Shaanxi, Peoples R China
来源：
PROCEEDINGS OF THE 2016 5TH INTERNATIONAL CONFERENCE ON CIVIL, ARCHITECTURAL AND HYDRAULIC ENGINEERING (ICCAHE 2016) | 2016年 / 95卷
关键词：
Steel plate-concrete composite girder bridge; Economical height of girder; Live load composite girder; Reasonable section structures;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The simply supported steel plate-concrete composite girder bridge is widely used in bridge construction. Based on the economical height of girders formulas introduced in this paper, the structure parameters, including the height, stiffness of girders, the minimum compressive flange area, the ratio of steel consumption to span and the stress of the concrete slab are analyzed to obtain the reasonable section structures for this type of bridge. This is under the typical bridge width and the proper main girders arrangement in the state of stress control. The design suggestion of the corresponding structural parameters is given to guide the practical engineering.
引用
收藏
页码：740 / 746
页数：7
相关论文
共 50 条
  • [1] Experimental study on simply supported steel plate-concrete composite beams
    Nie, Jianguo
    Zhao, Jie
    Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2008, 41 (12): : 28 - 34
  • [2] Research on the Mechanical Behavior of a Steel-Concrete Composite Link Slab on a Simply Supported Girder Bridge
    Wang, Chengquan
    Xie, Jun
    Shen, Yonggang
    Jiang, Jiqing
    METALS, 2022, 12 (09)
  • [3] Experiment on static and fatigue behavior of steel plate-concrete composite bridge decks
    Yang, Yong
    Zhou, Pi-Jian
    Nie, Jian-Guo
    Xie, Biao-Yun
    Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 2009, 22 (04): : 78 - 83
  • [4] Experiment study on fatigue behavior of composite girders with steel plate-concrete composite bridge decks
    Yang, Yong
    Zhou, Xianwei
    Xue, Jianyang
    Huo, Xudong
    Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2012, 45 (06): : 123 - 131
  • [5] Steel plate-concrete composite slab with a curved bottom plate
    R and D Kobe Steel Eng Reps, 2 (27-30):
  • [6] Shear lag analysis for a simply supported steel-concrete composite box girder
    Cheng, Hai-Gen
    Qiang, Shi-Zhong
    Xinan Jiaotong Daxue Xuebao/Journal of Southwest Jiaotong University, 2002, 37 (04):
  • [7] Flexural Behavior of Steel Plate-Concrete Composite Beams
    Nie, Jianguo
    Zhao, Jie
    ADVANCES IN CONCRETE AND STRUCTURES, 2009, 400-402 : 37 - 42
  • [8] Flexural behavior of steel plate-concrete composite beams
    Nie, Jianguo
    Zhao, Jie
    Key Engineering Materials, 2009, 400-402 : 37 - 42
  • [9] Steel-concrete composite plate girder
    Baskar, K
    Shanmugam, NE
    Thevendran, V
    COMPOSITE AND HYBRID STRUCTURES, VOLS 1 AND 2, 2000, : 655 - 662
  • [10] An efficient approach for the optimization of simply supported steel-concrete composite I-girder bridges
    Pedro, R. L.
    Demarche, J.
    Miguel, L. F. F.
    Lopez, R. H.
    ADVANCES IN ENGINEERING SOFTWARE, 2017, 112 : 31 - 45
12345