Theoretical model for cracked tension zone of reinforced concrete under creep and cyclic load

A. R. Khalim, L. A. Clark

Research output: Contribution to journalArticle

1 Citation (Scopus)

Abstract

The cracked tension zone model of Tue and Konig is extended to take account of changes in slip between steel and concrete as a result of maintained and/or cyclic loading. The bond stress-slip curve given in CEB Model Code 90 is adapted for the extended analysis, which enables load history to be considered. The predicted results are compared with test results, and found to be in good agreement.

Original languageEnglish
Pages (from-to)303-314
Number of pages12
JournalMagazine of Concrete Research
Volume54
Issue number5
DOIs
Publication statusPublished - Oct 2002
Externally publishedYes

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Cyclic loads
Reinforced concrete
Creep
Steel
Concretes

ASJC Scopus subject areas

  • Building and Construction
  • Materials Science(all)

Cite this

Theoretical model for cracked tension zone of reinforced concrete under creep and cyclic load. / Khalim, A. R.; Clark, L. A.

In: Magazine of Concrete Research, Vol. 54, No. 5, 10.2002, p. 303-314.

Research output: Contribution to journalArticle

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