Abstract
The shear behavior of stubby Y-type perfobond rib shear connectors differs according to the diameter of the transverse rebar used for composite action. Pull-push test specimens with transverse rebar of different diameters (D10, D13, D16) were manufactured for monotonic and cyclic loading tests to investigate the effects on not only the shear resistance but also the hysteretic performance. The energy dissipation capacity, shear strength, and ductility increased with the diameter of the transverse rebar, while the stiffness degradation appeared comparable. The specimens with D16 transverse rebar had high ductility, while those with D10 and D13 transverse rebar had moderate ductility.
| Original language | English |
|---|---|
| Pages (from-to) | 64-79 |
| Number of pages | 16 |
| Journal | Construction and Building Materials |
| Volume | 200 |
| DOIs | |
| Publication status | Published - 2019 Mar 10 |
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All Science Journal Classification (ASJC) codes
- Civil and Structural Engineering
- Building and Construction
- Materials Science(all)
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Hysteretic performance of stubby Y-type perfobond rib shear connectors depending on transverse rebar. / Kim, Kun Soo; Han, Oneil; Choi, Jonghee; Kim, Sang Hyo.
In: Construction and Building Materials, Vol. 200, 10.03.2019, p. 64-79.Research output: Contribution to journal › Article
TY - JOUR
T1 - Hysteretic performance of stubby Y-type perfobond rib shear connectors depending on transverse rebar
AU - Kim, Kun Soo
AU - Han, Oneil
AU - Choi, Jonghee
AU - Kim, Sang Hyo
PY - 2019/3/10
Y1 - 2019/3/10
N2 - The shear behavior of stubby Y-type perfobond rib shear connectors differs according to the diameter of the transverse rebar used for composite action. Pull-push test specimens with transverse rebar of different diameters (D10, D13, D16) were manufactured for monotonic and cyclic loading tests to investigate the effects on not only the shear resistance but also the hysteretic performance. The energy dissipation capacity, shear strength, and ductility increased with the diameter of the transverse rebar, while the stiffness degradation appeared comparable. The specimens with D16 transverse rebar had high ductility, while those with D10 and D13 transverse rebar had moderate ductility.
AB - The shear behavior of stubby Y-type perfobond rib shear connectors differs according to the diameter of the transverse rebar used for composite action. Pull-push test specimens with transverse rebar of different diameters (D10, D13, D16) were manufactured for monotonic and cyclic loading tests to investigate the effects on not only the shear resistance but also the hysteretic performance. The energy dissipation capacity, shear strength, and ductility increased with the diameter of the transverse rebar, while the stiffness degradation appeared comparable. The specimens with D16 transverse rebar had high ductility, while those with D10 and D13 transverse rebar had moderate ductility.
UR - http://www.scopus.com/inward/record.url?scp=85058779210&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=85058779210&partnerID=8YFLogxK
U2 - 10.1016/j.conbuildmat.2018.12.070
DO - 10.1016/j.conbuildmat.2018.12.070
M3 - Article
AN - SCOPUS:85058779210
VL - 200
SP - 64
EP - 79
JO - Construction and Building Materials
JF - Construction and Building Materials
SN - 0950-0618
ER -