Fatigue life of welded high-strength steels under Gaussian loads

被引:6
|
作者
Moeller, Benjamin [1 ]
Wagener, Rainer [2 ]
Hrabowski, Jennifer [3 ]
Ummenhofer, Thomas [3 ]
Melz, Tobias [1 ,2 ]
机构
[1] Tech Univ Darmstadt, Syst Reliabil & Machine Acoust SzM, Magdalenenstr 4, D-64289 Darmstadt, Germany
[2] Fraunhofer Inst Struct Durabil & Syst Reliabil LB, D-64289 Darmstadt, Germany
[3] Karlsruhe Inst Technol, KIT Steel & Lightweight Struct, Res Ctr Steel Timber & Masonry, D-76131 Karlsruhe, Germany
关键词
low cycle fatigue; high-strength fine-grained steels; welded butt joints; tubular sample components; Gaussian load spectra; linear damage accumulation; Palmgren-Miner-Elementary;
D O I
10.1016/j.proeng.2015.02.035
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Within the scope of the investigation of welded high-strength steels for application in crane structures, a Gaussian-like test spectrum is derived from an analysis of recorded load time histories. In addition to stress-controlled fatigue tests under constant amplitude loading, the test spectrum is used for the experimental investigation of MAG-welded butt joints and tubular sample components under variable amplitude loading. A linear damage accumulation using Palmgren-Miner-Elementary is conservative for a damage sum of D = 0.5. Application of the theoretical damage sum D-th = 1 results in a closer approximation of the Gassner-curve. For further improvement of this approximation, a rotation of the calculated Gaaner-curve, i.e. a variable damage sum, is suggested for both butt joints and sample components. (C) 2015 The Authors. Published by Elsevier Ltd.
引用
收藏
页码:293 / 301
页数:9
相关论文
共 50 条
  • [1] Fatigue assessment of welded high-strength steels
    Moeller, Benjamin
    Baumgartner, Joerg
    Wagener, Rainer
    Kaufmann, Heinz
    Melz, Tobias
    [J]. STAHLBAU, 2015, 84 (09) : 620 - 628
  • [2] FATIGUE STRENGTH OF WELDED JOINTS IN MILD AND HIGH-STRENGTH STRUCTURAL STEELS
    FRIIS, LE
    STENEROT.ER
    [J]. JERNKONTORETS ANNALER, 1968, 152 (04): : 157 - &
  • [3] Fatigue Behavior of spot welded high-strength sheet steels
    Rathbun, RW
    Matlock, DK
    Speer, JG
    [J]. WELDING JOURNAL, 2003, 82 (08) : 207S - 218S
  • [4] TIG DRESSING TO IMPROVE FATIGUE PROPERTIES IN WELDED HIGH-STRENGTH STEELS
    MILLINGTON, D
    [J]. METAL CONSTRUCTION AND BRITISH WELDING JOURNAL, 1973, 5 (04): : 134 - 139
  • [5] Welded connections of high-strength steels
    Stroetmann, R.
    Kaestner, T.
    Rust, B.
    [J]. CURRENT PERSPECTIVES AND NEW DIRECTIONS IN MECHANICS, MODELLING AND DESIGN OF STRUCTURAL SYSTEMS, 2022, : 385 - 386
  • [6] Welded connections of high-strength steels
    Stroetmann, R.
    Kaestner, T.
    Rust, B.
    [J]. CURRENT PERSPECTIVES AND NEW DIRECTIONS IN MECHANICS, MODELLING AND DESIGN OF STRUCTURAL SYSTEMS, 2022, : 1111 - 1116
  • [7] Fatigue life and cyclic material behavior of butt-welded high-strength steels in the LCF regime
    Moeller, Benjamin
    Wagener, Rainer
    Kaufmann, Heinz
    Melz, Tobias
    [J]. MATERIALS TESTING, 2015, 57 (02) : 141 - 148
  • [8] ON FATIGUE PROPERTIES OF HIGH-STRENGTH STEELS
    KOTRBATY, F
    [J]. CZECHOSLOVAK JOURNAL OF PHYSICS, 1969, 19 (03) : 395 - &
  • [9] Prediction of fatigue life on high-strength steels in very high cycle regime
    Fukui University of Technology, Dept. of Mechanical Engineering, Gakuen 3-6-1, Fukui-shi, Fukui, 910-8505, Japan
    [J]. Nihon Kikai Gakkai Ronbunshu A, 2012, 793 (1300-1313):
  • [10] FATIGUE RESISTANCE OF ELECTRON-BEAM WELDED-JOINTS IN HIGH-STRENGTH STEELS
    ZAGORNIKOV, VI
    KOVBASENKO, SN
    [J]. WELDING PRODUCTION, 1984, 31 (06): : 42 - 43