EVALUATION OF CYCLIC INSTABILITY BY MECHANICAL CHARACTERISTICS FOR STRUCTURAL MATERIALS

Authors

  • M. Daunys Kaunas University of Technology
  • R. Šniuolis Šiauliai University
  • A. Stulpinaitė Šiauliai University

DOI:

https://doi.org/10.5755/j01.mech.18.3.1887

Keywords:

cyclic instability parameter, modified plasticity parameter, reliability

Abstract

After the investigation of 227 structural materials at low cycle straining, the cycle properties of structural materials by mechanical characteristics were evaluated. After a thorough analysis of the graphical results, the cyclic stress-strain curves parameter α, which characterizes intensity of cyclic hardening or softening of structural materials at room and elevated temperature rather precisely, was determined. Dependences for the evaluation of cyclic instability according to modified plasticity (su/sy)Z at room and elevated temperature for structural steels and their weld metal were specified.

DOI: http://dx.doi.org/10.5755/j01.mech.18.3.1887

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Published

2012-06-14

Issue

Vol. 18 No. 3 (2012)

Section

MECHANICS OF SOLID BODIES

License

The copyright for the articles in this journal is retained by the author(s) with the first publication right granted to the journal. The journal is licensed under the Creative Commons Attribution License 4.0 (CC BY 4.0).