Influence of stud size and stud strength of smaller spaced grouped arrangement of headed stud connectors on shear strength behavior and evaluation of shear strength of slabs

Jun Okada, Teruhiko Yoda

研究成果: Article

抜粋

One of the possibilities of the efficient connection of steel-concrete composite structures is the grouped arrangement of headed stud connectors. An analytical study of the smaller spaced grouped arrangement of headed stud connectors on stud size and on stud strength is carried out and the influence of these parameters on the shear strength is investigated on the basis of the failure mode. Moreover, an estimation method of the shear strength of headed stud connectors allowing for the influence of stud size, stud strength, concrete strength, and grouped arrangement is proposed and the shear strength of the slabs close to the grouped arrangement of headed stud connectors is evaluated.

元の言語English
ページ(範囲)556-569
ページ数14
ジャーナルDoboku Gakkai Ronbunshuu A
62
発行部数3
DOI
出版物ステータスPublished - 2006
外部発表Yes

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Mechanics of Materials
  • Mechanical Engineering
  • Building and Construction

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