Abstract

A series of experiments at both macroscopic and microscopic levels were carried out to investigate the variation in static mechanical property parameters ( yield stress σ 0.2, elastic modulus E, reduction of area ϕ, elongation δ, strain hardening exponent n, ultimate strength σ b) of 45 # medium carbon structural steel during fatigue damage process. The possible reasons for the variation of the static mechanical property parameters are qualitatively discussed through analyzing the evolution of dislocation substructures in the steel during cycling. A composite parameter of the static mechanical property called static toughness is proposed for characterizing comprehensively the variation of the static mechanical property parameters, and a quantitative relationship between the variation of static toughness and the dissipation of cyclic plastic strain energy is established.

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call

Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.