Structural health monitoring on a steel-concrete composite continuous bridge during construction and vehicle load tests

被引:12
|
作者
Zhu, Li [1 ]
Wang, Ying [2 ]
Zhou, Guangpan [3 ]
Han, Bing [1 ]
机构
[1] Beijing Jiaotong Univ, Sch Civil Engn, Beijing, Peoples R China
[2] Fuzhou Univ, Coll Civil Engn, Fuzhou 350116, Peoples R China
[3] Nanjing Univ Sci & Technol, Sch Sci, Nanjing, Peoples R China
关键词
Creep; field load test; I-shaped beam; steel-concrete composite bridge; structural evolution; structural health monitoring; SHEAR-LAG; BEAMS; SLIP; STRENGTH; BEHAVIOR; SYSTEM; DAMAGE;
D O I
10.1080/15376494.2020.1820117
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This study presents the structural health monitoring system of an I-shaped steel-concrete composite girder bridge during construction and vehicle load tests. Strains and deflections were monitored. A finite element model was built and calibrated. Vehicle load tests were carried out for various load conditions. Measured results show that the strains in the concrete slab and steel beams changed rapidly in the first 15 days and stabilized. The composite girder was in an elastic working state under the vehicle load tests. This research provides guidance for the construction control and safety evaluation of similar I-shaped steel-concrete composite bridges in the future.
引用
收藏
页码:1370 / 1385
页数:16
相关论文
共 50 条
  • [31] Use of CFRP to Maintain Composite Action for Continuous Steel-Concrete Composite Girders
    Sharif, Alfarabi M.
    Samaaneh, Mohammad A.
    Azad, Abul K.
    Baluch, Mohammed H.
    JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2016, 20 (04)
  • [32] Effect of Temperature on Daily Modal Variability of a Steel-Concrete Composite Bridge
    Mosavi, Amir A.
    Seracino, Rudolf
    Rizkalla, Sami
    JOURNAL OF BRIDGE ENGINEERING, 2012, 17 (06) : 979 - 983
  • [33] Shear stiffness of headed studs on structural behaviors of steel-concrete composite girders
    He, Jun
    Lin, Zhaofei
    Liu, Yuqing
    Xu, Xiaoqing
    Xin, Haohui
    Wang, Sihao
    STEEL AND COMPOSITE STRUCTURES, 2020, 36 (05) : 553 - 568
  • [34] Structural Behavior of Steel-Concrete Composite Girders Composed of Demountable Shear Connectors
    Jung, Dae-Sung
    Park, Se-Hyun
    Kim, Tae-Hyeong
    Kim, Chul-Young
    KSCE JOURNAL OF CIVIL ENGINEERING, 2024, 28 (02) : 744 - 759
  • [35] A Steel-Concrete Composite Beam Element for Structural Damage Identification
    Sadeghi, Faraz
    Li, Jianchun
    Zhu, Xinqun
    INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2020, 20 (10)
  • [36] Comparative Study on the Seismic Vulnerability of Continuous Bridges with Steel-Concrete Composite Girder and Reinforced Concrete Girder
    Xu, Baishun
    Sun, Chuanzhi
    Song, Shuai
    Zhang, Xuening
    Zhao, Bin
    Zhang, Wenhao
    BUILDINGS, 2024, 14 (06)
  • [37] Experimental study and analysis for the long-term behavior of the steel-concrete composite girder bridge
    Zhang, Zejun
    Liu, Yongjian
    Liu, Jiang
    Xin, Gongfeng
    Long, Guanxu
    Zhang, Tiantao
    STRUCTURES, 2023, 51 : 1305 - 1327
  • [38] Cohesive Zone Model Based Numerical Analysis of Steel-Concrete Composite Structure Push-Out Tests
    Lin, J. P.
    Wang, J. F.
    Xu, R. Q.
    MATHEMATICAL PROBLEMS IN ENGINEERING, 2014, 2014
  • [39] Deck Slab Elements for the Accelerated Construction of Steel-Concrete Composite Bridges
    Untermarzoner, Franz
    Kollegger, Johann
    Rath, Michael
    Gassner, Kerstin
    Huber, Tobias
    APPLIED SCIENCES-BASEL, 2023, 13 (13):
  • [40] Assessment of Modal Characteristics of Steel-Concrete Composite Girder Bridge with V-Shaped Piers
    Zeng, Yong
    He, Xuan
    Li, Yongqi
    Zhou, Jianting
    APPLIED SCIENCES-BASEL, 2023, 13 (06):