Finite element analysis of concrete filled tube column to flat plate slab joint

Young-Kyu Ju, Yong Chul Kim, Jaeho Ryu

Research output: Contribution to journalArticle

6 Citations (Scopus)

Abstract

For high-rise buildings, the storey height is an important factor influencing the economic efficiency of buildings. The structural system consisting of concrete filled tube columns and flat plate slabs is relatively new. However, the structural behavior of the connection between the concrete filled tube column and the flat plate slab has not yet been fully explored. The finite element analysis is therefore used to examine the stress concentration, load flow, and excessive deformation acting on the connection. Three types of connection details were compared. The analytical parameters are width, thickness of steel tube, length, thickness of wing plate, strength of steel, and eccentricity of rebar. 84 models were analyzed to find the appropriate design equation of the final connection detail. The corresponding proposed design equation showed a good agreement with the finite element analysis results.

Original languageEnglish
Pages (from-to)297-307
Number of pages11
JournalJournal of Constructional Steel Research
Volume90
DOIs
Publication statusPublished - 2013 Oct 21

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Steel
Concretes
Finite element method
Stress concentration
Loads (forces)
Economics

Keywords

  • Concrete filled tube column
  • Finite element analysis
  • Joint

ASJC Scopus subject areas

  • Building and Construction
  • Civil and Structural Engineering
  • Mechanics of Materials
  • Metals and Alloys

Cite this

Finite element analysis of concrete filled tube column to flat plate slab joint. / Ju, Young-Kyu; Kim, Yong Chul; Ryu, Jaeho.

In: Journal of Constructional Steel Research, Vol. 90, 21.10.2013, p. 297-307.

Research output: Contribution to journalArticle

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