Hysteretic performance of stubby Y-type perfobond rib shear connectors depending on transverse rebar

Kun Soo Kim, Oneil Han, Jonghee Choi, Sang Hyo Kim

Research output: Contribution to journalArticle

2 Citations (Scopus)

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 languageEnglish
Pages (from-to)64-79
Number of pages16
JournalConstruction and Building Materials
Volume200
DOIs
Publication statusPublished - 2019 Mar 10

Fingerprint

Ductility
Shear strength
Energy dissipation
Stiffness
Degradation
Composite materials

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Building and Construction
  • Materials Science(all)

Cite this

@article{a18c4abddea840678920a1d6b7a689d2,
title = "Hysteretic performance of stubby Y-type perfobond rib shear connectors depending on transverse rebar",
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.",
author = "Kim, {Kun Soo} and Oneil Han and Jonghee Choi and Kim, {Sang Hyo}",
year = "2019",
month = "3",
day = "10",
doi = "10.1016/j.conbuildmat.2018.12.070",
language = "English",
volume = "200",
pages = "64--79",
journal = "Construction and Building Materials",
issn = "0950-0618",
publisher = "Elsevier Limited",

}

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 journalArticle

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 -