Residual stress effects in railroad rail fatigue

被引：0
|
作者：
Department of Civil Engineering, Texas A and M University, College Station, TX 77843-3136, United States [1 ]
机构：
来源：
ASTM Spec Tech Publ | / 1332卷 / 614-625期
关键词：
D O I：
暂无
中图分类号：
学科分类号：
摘要：
引用
收藏
相关论文
共 50 条
  • [1] Residual stress effects in railroad rail fatigue
    Fry, GT
    Jones, HL
    Jones, SL
    [J]. FATIGUE AND FRACTURE MECHANICS: TWENTY-NINTH VOLUME, 1999, 1332 : 614 - 625
  • [2] Influence of welding residual stress on subsurface fatigue crack propagation of rail
    Fang, Xiu-Yang
    Zhang, Hao-Nan
    Ma, Dong-Wen
    Wu, Ze-Jian
    Huang, Wei
    [J]. ENGINEERING FRACTURE MECHANICS, 2022, 271
  • [3] Non-destructive residual stress measurement in rail heads and rolling contact fatigue
    Buttle, DJ
    Dalzell, W
    Thayer, PJ
    [J]. INSIGHT, 2002, 44 (06) : 364 - 368
  • [4] RESIDUAL STRESS EFFECTS IN FATIGUE OF WELDED JOINTS.
    Sarkani, Shahram
    Lutes, Loren D.
    [J]. Journal of Hydraulic Engineering, 1988, 114 (02) : 462 - 474
  • [5] ESTIMATION OF RESIDUAL STRESS DISTRIBUTION IN RAILROAD WHEELS
    Sura, Venkata S.
    Mahadevan, Sankaran
    [J]. PROCEEDINGS OF THE ASME/IEEE JOINT RAIL CONFERENCE, 2009, : 31 - 39
  • [6] STRESS CYCLES FOR FATIGUE DESIGN OF RAILROAD BRIDGES
    WOLCHUK, R
    MAYRBAURL, RM
    [J]. JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1976, 102 (01): : 203 - 213
  • [7] STRESS CYCLES FOR FATIGUE DESIGN OF RAILROAD BRIDGES
    BECHLY, DS
    [J]. JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1976, 102 (12): : 2392 - 2393
  • [8] STRESS CYCLES FOR FATIGUE DESIGN ON RAILROAD BRIDGES
    BYERS, WG
    [J]. JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1976, 102 (10): : 2096 - 2098
  • [9] STRESS CYCLES FOR FATIGUE DESIGN OF RAILROAD BRIDGES
    WOLCHUK, R
    MAYRBAURL, RM
    [J]. JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1977, 103 (05): : 1179 - 1181
  • [10] RESIDUAL STRESS MEASUREMENT ON RAIL AXLES
    Vaclavik, Jaroslav
    Weinberg, Otakar
    [J]. 22ND INTERNATIONAL CONFERENCE: CURRENT PROBLEMS IN RAIL VEHICLES, VOL II, 2015, : 277 - 282
12345