The effect of changing in material and details in precast column socket foundation on bending capacity: A state of the art review

Alireza Morabbi Heravi, Siti Aminah Osman

Research output: Contribution to journalArticle

Abstract

In this study, the behaviour of the column-foundation connection in the precast reinforced concrete structures was observed and studied. Two different type of precast columns with same socket foundation were chosen and based on previous studies that were carried out by Canha in 2004 and Ebeling in 2006. This observation will be based on the compression of ultimate load between experimental models in term of comparison, assumptions, recommendation and aspects in changing the materials and details in the column part.

Original languageEnglish
Pages (from-to)507-511
Number of pages5
JournalJournal of Engineering and Applied Sciences
Volume7
Issue number8
DOIs
Publication statusPublished - 2012

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Precast concrete
Concrete construction
Reinforced concrete

Keywords

  • Bending capacity
  • Connection
  • Embedded length
  • Experimental investigation
  • Precast column
  • Socket foundation

ASJC Scopus subject areas

  • Engineering(all)

Cite this

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