Abstract
A theoretical model is developed to describe the uniaxial stress-strain relationship of spirally confined concrete. As well as using one single spiral, concrete confined by two interlocking spirals is also studied, using a finite element model to determine the magnification factors caused by multiple confinement. Predictions for the behavior of compression specimens with various types of reinforcement are given. Methods of determining the behavior of concrete in the compression zone of beams in flexure, which are subjected to strains that vary through the depth, are also presented. Experimental verification is not presented herein but has been carried out and is referred to in other work.
| Original language | English |
|---|---|
| Pages (from-to) | 445-453 |
| Number of pages | 9 |
| Journal | ACI Materials Journal |
| Volume | 102 |
| Issue number | 6 |
| Publication status | Published - Nov 1 2005 |
| Externally published | Yes |
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Keywords
- Analytical model
- Aramid
- Axial stress
- Compression
- Fibers
- Spirals
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction
- Materials Science(all)
Cite this
Uniaxial stress-strain relationship of spirally confined concrete. / Leung, Hau Yan; Burgoyne, Chris J.
In: ACI Materials Journal, Vol. 102, No. 6, 01.11.2005, p. 445-453.Research output: Contribution to journal › Article
}
TY - JOUR
T1 - Uniaxial stress-strain relationship of spirally confined concrete
AU - Leung, Hau Yan
AU - Burgoyne, Chris J.
PY - 2005/11/1
Y1 - 2005/11/1
N2 - A theoretical model is developed to describe the uniaxial stress-strain relationship of spirally confined concrete. As well as using one single spiral, concrete confined by two interlocking spirals is also studied, using a finite element model to determine the magnification factors caused by multiple confinement. Predictions for the behavior of compression specimens with various types of reinforcement are given. Methods of determining the behavior of concrete in the compression zone of beams in flexure, which are subjected to strains that vary through the depth, are also presented. Experimental verification is not presented herein but has been carried out and is referred to in other work.
AB - A theoretical model is developed to describe the uniaxial stress-strain relationship of spirally confined concrete. As well as using one single spiral, concrete confined by two interlocking spirals is also studied, using a finite element model to determine the magnification factors caused by multiple confinement. Predictions for the behavior of compression specimens with various types of reinforcement are given. Methods of determining the behavior of concrete in the compression zone of beams in flexure, which are subjected to strains that vary through the depth, are also presented. Experimental verification is not presented herein but has been carried out and is referred to in other work.
KW - Analytical model
KW - Aramid
KW - Axial stress
KW - Compression
KW - Fibers
KW - Spirals
UR - http://www.scopus.com/inward/record.url?scp=32644450900&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=32644450900&partnerID=8YFLogxK
M3 - Article
AN - SCOPUS:32644450900
VL - 102
SP - 445
EP - 453
JO - ACI Materials Journal
JF - ACI Materials Journal
SN - 0889-325X
IS - 6
ER -