Cyclic Behavior of Perfobond-Shear Connectors Subjected to Fully Reversed Cyclic Loading

Atsushi Suzuki, Kanako Abe, Kaho Suzuki, Yoshihiro Kimura

研究成果: Article査読

3 被引用数 (Scopus)

抄録

In general, a steel beam is assembled with a concrete slab using shear connectors. Recently, perfobond-shear connectors have been attracting interest because of their high shear stiffness and strength. Nevertheless, the mechanical behavior and performance of perfobond-shear connectors under a reversed cyclic stress remain unclear. For this study, cyclic loading tests were conducted on the component model of a composite beam possessing different configurations of perfobond-shear connectors, different diameters of transversal reinforcement, and different concrete strengths. The stress transfer mechanisms among components are revealed based on experimentally obtained results. Furthermore, the applicability of earlier evaluation formulas is investigated in terms of the ultimate shear strength and the load-displacement relation. Finally, a novel evaluation equation is proposed for perfobond-shear connectors subjected to fully reversed cyclic stress, reflecting the mechanical interrelation between the dowel plate and the concrete inside of the rib hole.

本文言語English
論文番号04020355
ジャーナルJournal of Structural Engineering (United States)
147
3
DOI
出版ステータスPublished - 2021 3 1

ASJC Scopus subject areas

  • 土木構造工学
  • 建築および建設
  • 材料科学(全般)
  • 材料力学
  • 機械工学

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