STRENGTH PROPERTIES OF SHEAR CONNECTORS BY SHAPE STEEL.

Osamu Kiyomiya, Hiroshi Yokota, Misao Suzuki, Teruo Chiba

Research output: Chapter in Book/Report/Conference proceedingConference contribution

3 Citations (Scopus)

Abstract

Push-out loading tests were carried out to clarify the ultimate strength and deformation of shear connectors in composite members. Angles, channels, and T shapes were used as the shear connectors. The tests have shown that the differences of ultimate strength, crack formation, failure modes, and so on occurred among the specimens with respective shear connectors. An empirical equation is presented for determining the load-carrying capacity of shear connectors by shape steel.

Original languageEnglish
Title of host publicationTransactions of the Japan Concrete Institute
PublisherJapan Concrete Inst
Pages345-352
Number of pages8
Volume8
Publication statusPublished - 1986
Externally publishedYes

ASJC Scopus subject areas

  • Building and Construction

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