Fibre reinforced polymer for strengthening cylindrical metal shells against elephant’s foot buckling: An elasto-plastic analysis

Mustafa Batikha, Jian Fei Chen*, J. Michael Rotter

*Corresponding author for this work

Research output: Contribution to journalArticle

1 Citation (Scopus)
233 Downloads (Pure)

Abstract

This article describes the use of fibre reinforced polymer composites to increase the strength of an isotropic metallic cylindrical shell against elephant’s foot buckling. This form of buckling occurs when a cylindrical shell structure is subjected to high internal pressure together with an axial force, such as those that may occur in tanks and silos. It is particularly relevant to tanks under seismic action. Although fibre reinforced polymer composites have been widely applied to different types of structures under several loading conditions, its use to strengthen thin steel cylindrical shells has been very limited. Here, a non-linear elasto-plastic finite element idealisation is used to explore the strengthening effect of a fibre reinforced polymer strip on a thin cylinder. The optimum size and position of the fibre reinforced polymer sheet were obtained and empirically formulated. This study has shown that the strength after repair is sensitive to minor changes in the fibre reinforced polymer parameters so that a close adherence to the optimum parameter values is very desirable.

Original languageEnglish
Pages (from-to)2483-2498
Number of pages16
JournalAdvances in Structural Engineering
Volume21
Issue number16
DOIs
Publication statusPublished - 01 Dec 2018

Bibliographical note

Article by invitation for a special issue

Keywords

  • elephant’s foot buckling
  • fibre reinforced polymer
  • non-linear analysis
  • shells
  • silos
  • strengthening
  • tanks

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction

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