Research on Global Stability Design of Lower Flange of Steel-concrete Composite Beams under Negative Bending Moment

被引：0
|
作者：
Wang, Shan [1 ]
Cheng, Litao [1 ]
Yu, Yuanqing [1 ]
机构：
[1] CCCC First Highway Consultants Co LTD, Xian 710075, Shaanxi, Peoples R China
来源：
2018 INTERNATIONAL CONFERENCE ON COMPUTER INFORMATION SCIENCE AND APPLICATION TECHNOLOGY | 2019年 / 1168卷
关键词：
D O I：
10.1088/1742-6596/1168/2/022051
中图分类号：
TP301 [理论、方法];
学科分类号：
081202 ;
摘要：
The instability problem of steel-concrete composite beams will occur in the negative bending area, and different codes get different results for beams bearing negative bending moment on stability. In this paper, the MATLAB is used to analyse the parameter sensitivity of span, height-thickness ratio of web, concrete slab reinforcement ratio based on Eurocode 4 and China Code for Design of Steel and Concrete Composite Bridges. Through a large number of data analysis, the influence degree of each parameter on the stability is determined, and the results of the two codes are compared, which provides a basis for the design of the stability in the negative moment zone of steel-concrete composite beams.
引用
收藏
页数：7
相关论文
共 50 条
  • [1] Rotation capacity calculation for steel-concrete composite beams under negative bending moment
    Liu, Yang
    Tong, Lewei
    Sun, Bo
    Chen, Yiyi
    Tongji Daxue Xuebao/Journal of Tongji University, 2015, 43 (04): : 521 - 528
  • [2] Modeling of steel-concrete composite beams under negative bending
    Manfredi, G
    Fabbrocino, G
    Cosenza, E
    JOURNAL OF ENGINEERING MECHANICS-ASCE, 1999, 125 (06): : 654 - 662
  • [3] Modeling of steel-concrete composite beams under negative bending
    Manfredi, Gaetano
    Fabbrocino, Giovanni
    Cosenza, Edoardo
    Journal of Engineering Mechanics, 1999, 125 (06): : 654 - 662
  • [4] Flexural performance of corrugated top flange steel-concrete composite beams under the negative moment region
    Zhao, Qiu
    Xiao, Feng
    Zhang, Hao
    Fang, Xiangming
    Wang, Ying
    Yang, Yuxing
    STRUCTURES, 2024, 67
  • [5] Stiffness and deflection of steel-concrete composite beams under negative bending
    Nie, JG
    Fan, JS
    Cai, CS
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2004, 130 (11): : 1842 - 1851
  • [6] Stability of steel-concrete composite beams with full openings in concrete flange
    Wang, Yu-Hang
    Nie, Jian-Guo
    Hu, Hong-Song
    MATERIALS AND STRUCTURES, 2016, 49 (12) : 5117 - 5130
  • [7] Bending moment capacity of stainless steel-concrete composite beams
    Shamass, R.
    Cashell, K. A.
    PROCEEDINGS OF THE 12TH INTERNATIONAL CONFERENCE ON ADVANCES IN STEEL-CONCRETE COMPOSITE STRUCTURES (ASCCS 2018), 2018, : 145 - 151
  • [8] Behavior of steel-concrete composite cantilever box beams under negative moment
    Gu, Xianglin
    Chen, Tao
    Li, Hua
    Zhang, Weiping
    Wang, Hongliu
    INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2012, 12 (04) : 509 - 521
  • [9] Analysis of Uplift Force of Steel-Concrete Composite Beams Under Negative Moment
    Liao, Wenyuan
    Liu, Dewen
    Dai, Bihui
    PROCEEDINGS OF THE 2017 3RD INTERNATIONAL FORUM ON ENERGY, ENVIRONMENT SCIENCE AND MATERIALS (IFEESM 2017), 2017, 120 : 144 - 147
  • [10] Behavior of steel-concrete composite cantilever box beams under negative moment
    Xianglin Gu
    Tao Chen
    Hua Li
    Weiping Zhang
    Hongliu Wang
    International Journal of Steel Structures, 2012, 12 : 509 - 521
12345