Structural performance of steel-concrete-steel sandwich composite structures

J. Y. Liew, K. M A Sohel

Research output: Contribution to journalArticle

19 Citations (Scopus)

Abstract

This paper investigates the structural performance of steel-concrete-steel (SCS) sandwich structures comprising a lightweight concrete core sandwiched in between two steel plates. Different types of mechanical shear connectors such as stud shear connectors and Bi-Steel bar connectors are reviewed and their uses in SCS sandwich construction are discussed. Special J-hook connectors are developed and their uses are not restricted by the concrete core thickness. Direct shear (push-out test) and tension tests have been carried out on J-hook connectors to investigate their performance in transferring shear and tension forces between steel and concrete. The structural performance of SCS sandwich beams and slabs with J-hook connectors subjected to static and dynamic loads is also investigated and test results show that SCS sandwich structures with the J-hook connectors are capable of resisting impact with less degree of damage in comparison with the sandwich structures with overlapping stud shear connectors. The plastic capacity of the sandwich beams and slabs can be predicted with reasonable accuracy using the plastic analysis described in this paper.

Original languageEnglish
Pages (from-to)453-470
Number of pages18
JournalAdvances in Structural Engineering
Volume13
Issue number3
DOIs
Publication statusPublished - Jun 1 2010

Fingerprint

Connectors (structural)
Composite structures
Concretes
Steel
Hooks
Sandwich structures
Plastics
Dynamic loads

Keywords

  • composite
  • impact
  • J-hook connector
  • plastic yield-line
  • push-out test
  • sandwich
  • structural integrity

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction

Cite this

Structural performance of steel-concrete-steel sandwich composite structures. / Liew, J. Y.; Sohel, K. M A.

In: Advances in Structural Engineering, Vol. 13, No. 3, 01.06.2010, p. 453-470.

Research output: Contribution to journalArticle

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