Analysis of Residual Stresses in Curved Cutouts of Steel Box Girder Transverse Diaphragms

被引:0
作者
Wang, Rongyong [1 ]
Xiong, Yongming [2 ]
Ni, Hao [3 ]
Liu, Yan [3 ]
Chen, Zhuoyi [3 ]
机构
[1] CCCCI Xiamen Engn Co Ltd, Xiamen 361021, Peoples R China
[2] Southeast Univ, Sch Transportat, Nanjing 211189, Peoples R China
[3] Changsha Univ Sci & Technol, Sch Civil Engn, Changsha 410114, Peoples R China
关键词
STRENGTH; BRIDGE; RIB;
D O I
10.1155/2024/2609801
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In order to analyze the characteristics of cutting residual stress distribution at the arc-shaped cutout of steel box girder diaphragm and to study its fatigue cracking mechanism. Taking Xia Zhang Bridge as the engineering background, this paper proposes a systematic method for calculating the residual stress field at the arc-shaped cutout of the diaphragm. First, a mathematical model of the cutting heat source was established for predicting the temperature field changes during the cutting process of the diaphragm. Then, a 3D thermoelastic-plastic finite element model was established using Abaqus to parametrically analysis the residual stresses during the fabrication of the transverse spacer. The results show that the cutting heat source creates a "thermal stagnation" effect at the curved notch, which leads to the local metallurgical transformation of the metal surface layer, which is unfavorable to its fatigue performance. The residual stresses are mainly concentrated near the cutting line, and the transverse residual stresses are lower at the free edge of the cutting line, which is easy to crack, and higher in the middle of the arc section of the arc notch. Inside the transverse bulkhead, at 14.5 mm from the free edge of the cut, in addition to the existence of high longitudinal residual tensile stress, its transverse residual tensile stress is also high, with a peak value of 199.3 MPa. Thermal cutting produces high residual tensile stress at the free edge, and the tensile stress cycle formed under the combined effect of wheel load is one of the reasons for the formation of initial fatigue cracks.
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页数:10
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共 29 条
  • [1] Numerical analysis of heat flow in oxy-ethylene flame cutting of steel plate
    Bae, Kang-Yul
    Yang, Young-Soo
    Yi, Myung-Su
    Park, Chang-Woo
    [J]. PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART B-JOURNAL OF ENGINEERING MANUFACTURE, 2018, 232 (04) : 742 - 751
  • [2] Welding Residual Stress Distribution of U-Rib Stiffened Plates of Steel Box Girders and its Influence on Structural Natural Frequencies
    Chen, Li
    Wang, Tianqi
    Pan, Jianrong
    Ma, Niujing
    Wang, Ronghui
    [J]. FRONTIERS IN MATERIALS, 2022, 9
  • [3] Research on Fatigue Strength for Weld Structure Details of Deck with U-rib and Diaphragm in Orthotropic Steel Bridge Deck
    Chen, Yixin
    Lv, Pengmin
    Li, Datao
    [J]. METALS, 2019, 9 (05)
  • [4] Retrofit Fatigue Cracked Diaphragm Cutouts Using Improved Geometry in Orthotropic Steel Decks
    Chen, Zhuo-Yi
    Li, Chuan-Xi
    He, Jun
    Xin, Hao-Hui
    [J]. APPLIED SCIENCES-BASEL, 2020, 10 (11):
  • [5] Investigation of the Fatigue Stress of Orthotropic Steel Decks Based on an Arch Bridge with the Application of the Arlequin Method
    Cheng, Cheng
    Xie, Xu
    Yu, Wentao
    [J]. MATERIALS, 2021, 14 (24)
  • [6] Fatigue behavior of high strength steel S890Q containing thermally cut straight edges
    Cicero, S.
    Garcia, T.
    Alvarez, J. A.
    Bannister, A.
    Klimpel, A.
    Martin-Meizoso, A.
    Aldazabal, J.
    [J]. XVIII INTERNATIONAL COLLOQUIUM ON MECHANICAL FATIGUE OF METALS (ICMFM XVIII), 2016, 160 : 246 - 253
  • [7] Influence of cutout geometry on stresses at welded rib-to-diaphragm connections in steel orthotropic bridge decks
    Connor, RJ
    [J]. DESIGN OF STRUCTURES 2004, 2004, (1892): : 78 - 87
  • [8] Fatigue life evaluation of welded joints in steel bridge considering residual stress
    Cui, Chuang
    Zhang, Qinghua
    Bao, Yi
    Bu, Yizhi
    Luo, Ying
    [J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2019, 153 : 509 - 518
  • [9] Fatigue Damage Evaluation of Orthotropic Steel Deck Considering Weld Residual Stress Relaxation Based on Continuum Damage Mechanics
    Cui, Chuang
    Zhang, Qinghua
    Bao, Yi
    Bu, Yizhi
    Ye, Zhongtao
    [J]. JOURNAL OF BRIDGE ENGINEERING, 2018, 23 (10)
  • [10] Strain Energy-Based Fatigue Life Evaluation of Deck-to-Rib Welded Joints in OSD Considering Combined Effects of Stochastic Traffic Load and Welded Residual Stress
    Cui, Chuang
    Bu, Yizhi
    Bao, Yi
    Zhang, Qinghua
    Ye, Zhongtao
    [J]. JOURNAL OF BRIDGE ENGINEERING, 2018, 23 (02)