Complete Elastic Contact Subject to Cyclic Shear in Partial Slip

A fretting fatigue test for a complete contact problem is modeled using the finite element method. The objective is to obtain the response of the specimen-indenter contact under loading-unloading cycles. These are generated by applying a cyclic shear load to the indenter, whose maximum value does not cause global sliding of the indenter, but only partial slip. The evolution of the contact conditions over several cycles is studied, as well as the intensity of the singularities present at the left and right corners, measured through the generalized stress intensity factors. In addition, some conclusions regarding the conditions that lead to partial slip are inferred. This represents a stage in the development of an asymptote-based fretting fatigue model.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/07339399
• Authors:
  • Giner, E
  • Hills, D A
  • Fuenmayor, F J
• Publication Date: 2005-11

Language

• English

Media Info

• Media Type: Print
• Features: Figures; References;
• Pagination: pp 1146-1156
• Serial:
  • Journal of Engineering Mechanics
  • Volume: 131
  • Issue Number: 11
  • Publisher: American Society of Civil Engineers
  • ISSN: 0733-9399
  • EISSN: 1943-7889
  • Serial URL: http://ascelibrary.org/journal/jenmdt

Subject/Index Terms

• TRT Terms: Fatigue (Mechanics); Finite element method; Mathematical models; Repeated loads; Specimens; Stresses
• Uncontrolled Terms: Cyclic shear; Shear loading; Slip
• Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;

Filing Info

• Accession Number: 01010770
• Record Type: Publication
• Files: TRIS
• Created Date: Nov 8 2005 9:02PM