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  • 标题:A numerical analysis of non–linear contact tasks for the system of plates with a bolted connection and a clearance in the fixture
  • 本地全文:下载
  • 作者:Oleksandr Atroshenko ; Oleksiy Bondarenko ; Oleksandr Ustinenko
  • 期刊名称:Eastern-European Journal of Enterprise Technologies
  • 印刷版ISSN:1729-3774
  • 电子版ISSN:1729-4061
  • 出版年度:2016
  • 卷号:1
  • 期号:7
  • 页码:24-29
  • DOI:10.15587/1729-4061.2016.60087
  • 语种:English
  • 出版社:PC Technology Center
  • 摘要:The article presents an analysis of geometrically nonlinear contact tasks for the system of plates. The peculiarities of the presented tasks consist in research of a pressure-deformed state of two plates connected with a bolt fixture with a clearance and loaded with a uniformly distributed transverse force along the upper edge. Both geometrical and structural non-linearities are presented in the study tasks. The geometrically nonlinear formulation determines the SSS for plates connected with a bolt fixture with a clearance. Maximum deformation of such plates is 0.028 m and the equivalent (von-Mises) stress is 1200 MPa. The bolt skewing and the plate deformation increase tensile forces in the bolt, thereby increasing the force of the bolt fixture tightening (1500 N to 4000 N). The proposed methodology can be used for solving similar tasks as it considers a wide range of operating loads. In case when the researched object is a solid plate, geometrically linear and non-linear formulations do not guarantee reliable results.
  • 关键词:stress-strained state (SSS);silo;finite element technique;system of plates;reaction in the supports
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