Abstract
Reinforced concrete (R/C) interior beam-column joint specimens were tested under column axial loading and reversed cyclic lateral loading to study the joint failure mechanism and the relation between story shear and joint shear. The bond transfer from the beam and column longitudinal bars to surrounding concrete in a joint was important in enhancing the story shear. It was judged that the joint core concrete failed by diagonal compression since the compressive principal strain within a joint panel increased with the story drift and exceeded the strain at the concrete compressive strength in cylinder tests. The joint shear force, which was computed by the manner that residual tensile force of beam bars caused by lateral expansion in a joint concrete was eliminated, decreased with the decrease in the story shear or was kept almost constant.
| Original language | English |
|---|---|
| Pages (from-to) | 433-440 |
| Number of pages | 8 |
| Journal | Transactions of the Japan Concrete Institute |
| Volume | 22 |
| Publication status | Published - 2000 |
| Externally published | Yes |
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ASJC Scopus subject areas
- Building and Construction
Cite this
Influences of beam and column bar bond on failure mechanism in reinforced concrete interior beam-column joints. / Tajima, Yuji; Kitayama, Kazuhiro; Okuda, Makoto; Kishida, Shinji.
In: Transactions of the Japan Concrete Institute, Vol. 22, 2000, p. 433-440.Research output: Contribution to journal › Article
}
TY - JOUR
T1 - Influences of beam and column bar bond on failure mechanism in reinforced concrete interior beam-column joints
AU - Tajima, Yuji
AU - Kitayama, Kazuhiro
AU - Okuda, Makoto
AU - Kishida, Shinji
PY - 2000
Y1 - 2000
N2 - Reinforced concrete (R/C) interior beam-column joint specimens were tested under column axial loading and reversed cyclic lateral loading to study the joint failure mechanism and the relation between story shear and joint shear. The bond transfer from the beam and column longitudinal bars to surrounding concrete in a joint was important in enhancing the story shear. It was judged that the joint core concrete failed by diagonal compression since the compressive principal strain within a joint panel increased with the story drift and exceeded the strain at the concrete compressive strength in cylinder tests. The joint shear force, which was computed by the manner that residual tensile force of beam bars caused by lateral expansion in a joint concrete was eliminated, decreased with the decrease in the story shear or was kept almost constant.
AB - Reinforced concrete (R/C) interior beam-column joint specimens were tested under column axial loading and reversed cyclic lateral loading to study the joint failure mechanism and the relation between story shear and joint shear. The bond transfer from the beam and column longitudinal bars to surrounding concrete in a joint was important in enhancing the story shear. It was judged that the joint core concrete failed by diagonal compression since the compressive principal strain within a joint panel increased with the story drift and exceeded the strain at the concrete compressive strength in cylinder tests. The joint shear force, which was computed by the manner that residual tensile force of beam bars caused by lateral expansion in a joint concrete was eliminated, decreased with the decrease in the story shear or was kept almost constant.
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UR - http://www.scopus.com/inward/citedby.url?scp=0034460803&partnerID=8YFLogxK
M3 - Article
AN - SCOPUS:0034460803
VL - 22
SP - 433
EP - 440
JO - Transactions of the Japan Concrete Institute
JF - Transactions of the Japan Concrete Institute
SN - 0911-8985
ER -