Test Method to Assess Membrane Layer Fatigue Response on Orthotropic Steel Bridge Decks

被引:0
|
作者
Liu, X. [1 ]
Tzimiris, G. [1 ]
Li, J. [1 ]
Scarpas, A. [1 ]
机构
[1] Delft Univ Technol, Fac Civil Engn & Geosci, NL-2628 CN Delft, Netherlands
关键词
membrane; orthotropic steel deck bridge; fatigue; dissipated energy; adhesive bonding strength; SURFACING MATERIALS; PART; 2;
D O I
10.1520/JTE20140415
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
In order to adequately characterize the fatigue response of the various membranes with surrounding multilayer surfacing layers on orthotropic steel decks and collect the necessary parameters for FE modeling, the details of the cyclic membrane adhesion tester (MAT) were introduced. The fatigue damage in membrane interface was related to the amount of dissipated work computed by using the measurement of actuator load and piston deformation during the loading cycle. The dissipated work, which is equivalent to the lost part of the total potential energy of the membrane, was utilized to explain the incremental damage during the testing. Furthermore, using the experimental data obtained from MAT, ranking of the bonding characteristics of various membrane products was demonstrated as well as the role of other influencing factors, such as the types of substrate and test temperatures.
引用
收藏
页码:2127 / 2136
页数:10
相关论文
共 50 条
  • [31] Fatigue test of orthotropic steel bridge deck in Chongqing Liangjiang bridge
    Ye, Huawen
    Xu, Xun
    Qiang, Shizhong
    Ren, Weiping
    Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology), 2013, 44 (02): : 749 - 756
  • [32] Assessment of fatigue cracks in orthotropic steel decks
    Sugiura, Kunitomo
    Hashimoto, Kunitaro
    Oshima, Yoshinobu
    Yamaguchi, Takashi
    STEEL CONSTRUCTION-DESIGN AND RESEARCH, 2009, 2 (03): : 175 - 180
  • [33] Improving the fatigue design of orthotropic steel decks
    De Backer, H.
    Nagy, W.
    Outtier, A.
    MAINTENANCE, SAFETY, RISK, MANAGEMENT AND LIFE-CYCLE PERFORMANCE OF BRIDGES, 2018, : 458 - 464
  • [34] Fatigue failure and optimization of double-sided weld in orthotropic steel bridge decks
    Fang, Zhao
    Ding, Youliang
    Wei, Xiaochen
    Li, Aiqun
    Geng, Fangfang
    ENGINEERING FAILURE ANALYSIS, 2020, 116
  • [35] Fatigue analysis of rib-to-deck joints in steel orthotropic decks of Chongqi Bridge
    Wang Hui
    Han Suyu
    He Shiqin
    Yan Fei
    PROCEEDINGS OF THE 2017 6TH INTERNATIONAL CONFERENCE ON ENERGY, ENVIRONMENT AND SUSTAINABLE DEVELOPMENT (ICEESD 2017), 2017, 129 : 146 - 149
  • [36] Effect of pavement layer temperature on fatigue performance of rib-to-deck weld details in orthotropic steel bridge decks
    Wang, Da
    Shi, Jialin
    Tan, Benkun
    Shao, Yuxin
    CONSTRUCTION AND BUILDING MATERIALS, 2024, 452
  • [37] Fatigue assessment for deck plates in orthotropic bridge decks
    Maljaars, Johan
    van Dooren, Frank
    Kolstein, Henk
    STEEL CONSTRUCTION-DESIGN AND RESEARCH, 2012, 5 (02): : 93 - 100
  • [38] Fatigue performance-based safety evaluation and maintenance of orthotropic steel bridge decks
    Wang, C. S.
    Zhai, M. S.
    Frangopol, M.
    Soliman, M.
    Dong, Q.
    Li, X. T.
    BRIDGE MAINTENANCE, SAFETY, MANAGEMENT AND LIFE EXTENSION, 2014, : 1225 - 1232
  • [39] State-of-the-art of fatigue performance and estimation approach of orthotropic steel bridge decks
    Yang, Haibo
    Wang, Ping
    Karakas, Ozler
    Qian, Hongliang
    STRUCTURES, 2024, 70
  • [40] Methods to Increase Fatigue Life at Rib to Deck Connection in Orthotropic Steel Bridge Decks
    Diwakar, K. C.
    Dahal, Bhim Kumar
    Dangi, Harish
    CIVILENG, 2024, 5 (01): : 288 - 306