Local loading of simply-supported steel-grout sandwich plates

G. G. Corbett*, S. R. Reid

*Corresponding author for this work

Research output: Contribution to journalArticle

8 Citations (Scopus)

Abstract

The results of tests are described in which simply-supported plates having steel skins and a grout filler were subjected to local penetration under both quasi-static and dynamic conditions. The influence of the grout thickness was examined in detail and the dominant deformation and failure mechanisms were identified. The results show that, in contrast to tubes of a similar construction, the energy absorbing performance of these plates is inferior to that of monolithic steel plates. The reasons for this are discussed. It is shown that despite this, the behaviour of the sandwich plates is noticeably less sensitive to projectile nose shape than monolithic steel plates, and therefore this type of plate construction may be useful, in a modified form, in situations where monolithic steel plates are vulnerable to unfavourable impact conditions. Under impact loading conditions the lower skin of the sandwich plate is shown to behave similarly to a free standing quasi-statically loaded skin and to be the dominant energy absorbing component. The grout filler under impact loading absorbs energy in proportion to its thickness.

Original languageEnglish
Pages (from-to)443-461
Number of pages19
JournalInternational Journal of Impact Engineering
Volume13
Issue number3
DOIs
Publication statusPublished - 1 Jan 1993

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Automotive Engineering
  • Aerospace Engineering
  • Safety, Risk, Reliability and Quality
  • Ocean Engineering
  • Mechanics of Materials
  • Mechanical Engineering

Fingerprint Dive into the research topics of 'Local loading of simply-supported steel-grout sandwich plates'. Together they form a unique fingerprint.

  • Cite this