Behaviour of single crystal superalloys under cyclic loading at high temperatures

被引:0
|
作者
Frenz, H [1 ]
Kinder, J [1 ]
Portella, PD [1 ]
机构
[1] FED INST MAT RES & TESTING,D-12205 BERLIN,GERMANY
关键词
D O I
暂无
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The Low-Cycle-Fatigue (LCF) behaviour of single crystal superalloys developed as blade materials for the use in aircraft engines was investigated. Interrupted LCF-tests at 980 degrees C were performed. Special attention was given to the influence of hold periods at either the maximum (tension phase) or the minimum (compression phase) strain level. After a certain number of cycles the specimen were extensively examined by SEM, to quantify the evolution of creep/fatigue damage on the surface. Furthermore metallographical investigations were carried out to determine and to quantify the evolution of the gamma/gamma'-microstructure. It was revealed that the formation of a complex Al-containing oxide layer after a few cycles depletes a surface near region, thus leading to a gamma'-free zone. Both, the layer and the gamma'-free zone grew steadily, but at homogeneously distributed sites on the specimen surface, the formation of nickel oxide speeds up. At these sites protrusions are observed, under which small cracks perpendicular to the specimen axis are hidden. The initial stages of damage under LCF loading with hold periods are indentical, but after the formation of the oxide layer the crack growth behaviour changes. With hold periods in the compressive phase, the surface cracks stop growing laterally and sharp inclined cracks are generated at their extremities, some of these grow more rapidly and lead to rupture. With hold time in the tensile phase, cracks originating from bulk pores grow and become predominant. Regarding the number of cycles to failure, hold periods in compression phase are more damaging than hold periods in the tension phase.
引用
收藏
页码:179 / 179
页数:1
相关论文
共 50 条
  • [31] A failure criterion for single-crystal superalloys during thermocyclic loading
    Getsov, Leonid
    Sernenov, Artern
    Staroselsky, Alexander
    MATERIALI IN TEHNOLOGIJE, 2008, 42 (01): : 3 - 12
  • [32] Accumulative deformation behaviour of loess under cyclic loading
    Xiao, Z. H.
    Liao, H. J.
    Wen, Y.
    Han, B.
    MATERIALS RESEARCH INNOVATIONS, 2011, 15 : S539 - S542
  • [33] Behaviour of Backfill Undergoing Cementation Under Cyclic Loading
    Imad Alainachi
    Mamadou Fall
    Muslim Majeed
    Geotechnical and Geological Engineering, 2022, 40 : 4735 - 4759
  • [34] Hysteretic behaviour of tubular joints under cyclic loading
    Wang, Wei
    Chen, Yi-Yi
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2007, 63 (10) : 1384 - 1395
  • [35] Behaviour of a dense sand under monotonic and cyclic loading
    Andersen, KH
    Berre, T
    GEOTECHNICAL ENGINEERING FOR TRANSPORTATION INFRASTRUCTURE, VOLS 1-3: THEORY AND PRACTICE, PLANNING AND DESIGN, CONSTRUCTION AND MAINTENANCE, 1999, : 667 - 676
  • [36] Ultimate behaviour of steel braces under cyclic loading
    Nip, Alan K. H.
    Gardner, Leroy
    Elghazouli, Ahmed Y.
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 2013, 166 (05) : 219 - 234
  • [37] Creep behaviour of geosynthetics under cyclic and sustained loading
    Touahmia, M
    Sivakumar, V
    Djerbib, Y
    Jefferson, I
    PROCEEDINGS OF THE FIFTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING VOLS 1-3, 2001, : 1629 - 1632
  • [38] Material behaviour of dry sand under cyclic loading
    Katzenbach, R
    Festag, G
    CYCLIC BEHAVIOUR OF SOILS AND LIQUEFACTION PHENOMENA, 2004, : 153 - 158
  • [39] Marble behaviour under monotonic and cyclic loading in tension
    Cardani, G
    Meda, A
    CONSTRUCTION AND BUILDING MATERIALS, 2004, 18 (06) : 419 - 424
  • [40] Undrained behaviour of silt under static and cyclic loading
    Yang Shaoli
    Rolf Sandven
    Lars Grande
    Journal of Ocean University of Qingdao, 2002, 1 (2) : 176 - 182