STRENGTH PROPERTIES OF SHEAR CONNECTORS BY SHAPE STEEL.

Osamu Kiyomiya, Hiroshi Yokota, Misao Suzuki, Teruo Chiba

研究成果: Conference contribution

3 引用 (Scopus)

抜粋

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.

元の言語English
ホスト出版物のタイトルTransactions of the Japan Concrete Institute
出版者Japan Concrete Inst
ページ345-352
ページ数8
8
出版物ステータスPublished - 1986
外部発表Yes

ASJC Scopus subject areas

  • Building and Construction

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  • これを引用

    Kiyomiya, O., Yokota, H., Suzuki, M., & Chiba, T. (1986). STRENGTH PROPERTIES OF SHEAR CONNECTORS BY SHAPE STEEL.Transactions of the Japan Concrete Institute (巻 8, pp. 345-352). Japan Concrete Inst.