Tyre contact surface for the fatigue design of orthotropic steel bridge decks

被引：7
|
作者：
Rodenburg, Jorrit D. [1 ]
Maljaars, Johan [1 ,2 ]
Hengeveld, Sjoerd T. [1 ,2 ]
Vervuurt, Adri H. J. M. [1 ]
机构：
[1] TNO, Reliable Struct, Molengraaffsingel 8, NL-2629 JD Delft, Netherlands
[2] Eindhoven Univ Technol, Struct Engn & Design, Zaale 1, NL-5612 AZ Eindhoven, Netherlands
来源：
ENGINEERING STRUCTURES | 2023年 / 283卷
关键词：
Fatigue; Traffic loads; Tyre contact surface; Orthotropic bridge deck; S-N CURVES; U-RIB; WELDED-JOINTS; PLATE; RELIABILITY; PERFORMANCE; STRESSES; LIFE;
D O I：
10.1016/j.engstruct.2023.115869
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The fatigue life of orthotropic steel bridge decks in road bridges depends on the load effects exerted by heavy lorries. The contact surface of tyres is one of the important variables. Measurements described in the literature demonstrate that the actual tyre contact surfaces of today's traffic representative for Europe are shorter and slightly wider than the contact surface defined for the load model in the European standard for fatigue loads in bridges - EN 1991-2. This paper derives a new, realistic tyre contact surface to be used with the tyre loads in EN 1991-2, in such a way that the load effects for fatigue are realistically captured and that the required safety level is met.
引用
收藏
页数：14
相关论文
共 50 条
  • [1] LEFM based fatigue design for welded connections in orthotropic steel bridge decks
    Nagy, Wim
    van Bogaert, Philippe
    de Backer, Hans
    [J]. FATIGUE DESIGN 2015, INTERNATIONAL CONFERENCE PROCEEDINGS, 6TH EDITION, 2015, 133 : 758 - 769
  • [2] European research on the improvement of the fatigue resistance and design of steel orthotropic bridge decks
    Kolstein, MH
    Cuninghame, JR
    Bruls, A
    Caramelli, S
    Lehrke, HP
    Jacob, B
    [J]. ADVANCES IN STEEL STRUCTURES, VOLS 1 AND 2, 1996, : 541 - 546
  • [3] Improving the fatigue design of orthotropic steel decks
    De Backer, H.
    Nagy, W.
    Outtier, A.
    [J]. MAINTENANCE, SAFETY, RISK, MANAGEMENT AND LIFE-CYCLE PERFORMANCE OF BRIDGES, 2018, : 458 - 464
  • [4] Fatigue Damage Evaluation and Retrofit of Steel Orthotropic Bridge Decks
    Wang, Chungsheng
    Feng, Yacheng
    Duan, Lan
    [J]. DAMAGE ASSESSMENT OF STRUCTURES VIII, 2009, 413-414 : 741 - 748
  • [5] Fatigue strength of welded joints in orthotropic steel bridge decks
    Kolstein, MH
    Wardenier, J
    Cuninghame, JR
    Beales, C
    Bruls, A
    Poleur, E
    Caramelli, S
    Croce, P
    Carracilli, J
    Jacob, B
    Leendertz, JS
    Bignonnet, A
    Lehrke, HP
    [J]. PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON WELDED STRUCTURES IN PARTICULAR WELDED BRIDGES, 1996, : 179 - 198
  • [6] Fatigue classification of welded details in orthotropic steel bridge decks
    Kolstein, MH
    Cuninghame, JR
    Bruls, A
    [J]. INTERNATIONAL CONFERENCE ON FATIGUE OF WELDED COMPONENTS AND STRUCTURES, 1996, : 15 - 23
  • [7] Fatigue behaviour of orthotropic steel bridge decks with inner bulkheads
    Zhu, Aizhu
    Li, Mu
    Zhu, Hongping
    Xu, Gongyi
    Xiao, Haizhu
    Ge, Hanbin
    [J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2018, 146 : 63 - 75
  • [8] Fatigue performance of floorbeam cutout on orthotropic steel bridge decks
    Zhu, Zhi-Wen
    Xiang, Ze
    Li, Jian-Peng
    [J]. Jiaotong Yunshu Gongcheng Xuebao/Journal of Traffic and Transportation Engineering, 2018, 18 (02): : 11 - 22
  • [9] Analysis of trough-deck fatigue in orthotropic steel bridge decks
    Liu, R.
    Ji, B. H.
    Chen, X.
    Liu, Y. Q.
    [J]. BRIDGE MAINTENANCE, SAFETY, MANAGEMENT AND LIFE EXTENSION, 2014, : 2013 - 2017
  • [10] Reinforcement and Treatment of Fatigue Cracking in Orthotropic Steel Bridge Decks: A Review
    Zhang, Qing-Hua
    Li, Jun
    Cui, Chuang
    Zhang, Yong-Tao
    Huang, Cheng-Zao
    [J]. Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 2024, 37 (05): : 246 - 266
12345