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.
引用
收藏
页数:10
相关论文
共 50 条
  • [1] Analysis of Cutting and Welding Residual Stresses in Joints of Diaphragms and U-Ribs of Steel Box Girder
    Li, Chuan-Xi
    Xiong, Yong-Ming
    Chen, Zhuo-Yi
    Ke, Lu
    Song, Gang-Bing
    Bridge Construction, 2019, 49 (05) : 27 - 32
  • [2] Spacing of intermediate diaphragms in horizontally curved steel box girder bridges
    Park, NH
    Choi, YJ
    Kang, YJ
    FINITE ELEMENTS IN ANALYSIS AND DESIGN, 2005, 41 (9-10) : 925 - 943
  • [3] RESIDUAL STRESSES IN A STEEL BOX GIRDER BRIDGE.
    Ogle, M.H.
    Technical Note - CIRIA (Construction Industry Research and Information Association), 1982,
  • [4] Topology optimization of horizontally curved box girder diaphragms
    Nassr, Amr
    Abd-el-Rahim, Hamdy H. A.
    Kaiser, Fayez
    El-sokkary, Abd El-hady
    ENGINEERING STRUCTURES, 2022, 256
  • [5] Fatigue performance of diaphragm cutouts in steel box girder
    Li, C. X.
    Ke, L.
    Chen, Z. Y.
    Xiong, Y. M.
    Hu, Z.
    MAINTENANCE, SAFETY, RISK, MANAGEMENT AND LIFE-CYCLE PERFORMANCE OF BRIDGES, 2018, : 2446 - 2452
  • [6] INPLANE STRESSES IN END DIAPHRAGMS OF BOX GIRDER BRIDGES.
    Bhatt, P.
    Beshara, A.W.
    Journal of the Institution of Engineers (India): Civil Engineering Division, 1980, 61 (pt CI 2): : 103 - 109
  • [7] The fatigue crack characteristics and wheel load stresses of steel box girder diaphragms in an existing bridge
    Li, Chuanxi
    Chen, Zhuoyi
    Zhou, Aiguo
    Cao, Shuidong
    Ke, Lu
    Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2017, 50 (08): : 59 - 67
  • [8] TRANSVERSE FLANGE STRESSES IN A SIMPLE BOX GIRDER
    SCHMIDT, LC
    SALAHELDIN, M
    THIN-WALLED STRUCTURES, 1990, 9 (1-4) : 163 - 174
  • [9] Numerical study of steel box girder bridge diaphragms
    Maleki, Shervin
    Mohammadinia, Pantea
    Dolati, Abouzar
    EARTHQUAKES AND STRUCTURES, 2016, 11 (04) : 681 - 699
  • [10] Dynamic test and analysis of curved steel box girder bridges
    Huang, DZ
    DESIGN OF STRUCTURES 2005, 2005, (1928): : 165 - 173