首页    期刊浏览 2024年12月03日 星期二
登录注册

文章基本信息

  • 标题:Multiaxial High-Cycle Fatigue Criterion In Mechanical Components Subjected To Impact Load.
  • 本地全文:下载
  • 作者:Federico J. Cavalieri ; Alberto Cardona ; José Risso
  • 期刊名称:Mecánica Computacional
  • 印刷版ISSN:2591-3522
  • 出版年度:2006
  • 卷号:XXV
  • 期号:5
  • 页码:447-460
  • 出版社:CIMEC-INTEC-CONICET-UNL
  • 摘要:In several industries, the required design lifetime of many components often exceeds 108
    cycles. This requirement is applicable to aircraft (gas turbine disks 1010 cycles), automobiles (car engine
    108 cycles), and railways (high speed train 109 cycles). Although a large amount of fatigue data has been
    published in the form of S-N (where S is stress and N cycles numbers) curves, the data in the literature
    has been usually limited to fatigue lives up to 107 cycles. Using traditional fatigue criterions, a nearhyperbolic
    relationship between stress and fatigue life is assumed. Experimental results in steels show
    that the fatigue fracture can occur beyond 107 cycles. This means that in very high cycles number the
    endurance limit has not asymptotic behavior and the concept of infinite fatigue life is not correct. For this
    reason, to assert the expected life time of steel components it is necessary to carry out very prolonged
    tests. FEM (Finite Element Method)simulation is a good way to solve this problem in short times.
    In this paper, we present results from numerical models analyzing mechanical components subjected
    to high number of impact cycles using commercial software. Two formulations are applied to solve the
    problem: Crossland, Dang Van criterions.
    As the loads on the system appear from the impact of flexible elements, contact algorithms were used.
    With methods based on Lagrange multipliers, contact conditions are infinitely rigid and induce numerical
    perturbation. To avoid this problem relaxed contact conditions were used by adding a penalty function.
    In the first trials, the time integration algorithm used for solving this structural dynamics problem
    was Hilber-Hughes-Taylor (HHT) but it showed poor high-frequency dissipation. Finally, the integration
    method used to solve the dynamic problem was the generalized- method, because it achieves high
    frequency dissipation while minimizing unwanted low-frequency dissipation.
国家哲学社会科学文献中心版权所有