Experimental study on a graded stainless steel sheet under quasi-static and dynamic loading

Research output: Chapters, Conference Papers, Creative and Literary WorksRGC 32 - Refereed conference paper (with host publication)peer-review

1 Scopus Citations
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Author(s)

  • Fei Fei Shi
  • Hou Bing
  • Yu Long Li
  • Jian Lu
  • Han Zhao

Related Research Unit(s)

Detail(s)

Original languageEnglish
Title of host publicationAdvances in Engineering Plasticity XI
Pages56-59
Volume535-536
Publication statusPublished - 2013

Publication series

NameKey Engineering Materials
Volume535-536
ISSN (Print)1013-9826

Conference

Title11th Asia-Pacific Conference on Engineering Plasticity and Its Applications, AEPA 2012
PlaceSingapore
CitySingapore
Period5 - 7 December 2012

Abstract

Shearing tests and penetration tests were combined to determine the mechanical behavior of a stainless steel metal treated by surface mechanical attrition (SMA). SMAT is a usual treatment to strengthen the hardness of treated surface by severe mechanical strain, which generates also a gradient through the direction of thickness. This paper aimed at investigating the behavior of sheet metals treated by means of SMAT under impact loading. Double shearing tests at high strain rate were performed using Hopkinson bar. The experimental results demonstrated notable strain rate sensitivity and a good ductility without sacrificing the strength. An impact perforation test is also performed using inversed perforation test in order to study its sensibility of failure to the loading rate. © (2013) Trans Tech Publications, Switzerland.

Research Area(s)

  • Double shearing test, Gradient steel sheet, Penetration test, SMAT

Citation Format(s)

Experimental study on a graded stainless steel sheet under quasi-static and dynamic loading. / Shi, Fei Fei; Bing, Hou; Li, Yu Long et al.
Advances in Engineering Plasticity XI. Vol. 535-536 2013. p. 56-59 (Key Engineering Materials; Vol. 535-536).

Research output: Chapters, Conference Papers, Creative and Literary WorksRGC 32 - Refereed conference paper (with host publication)peer-review