ANALYTICAL STUDIES ON REINFORCED CONCRETE LINEAR MEMBERS SUBJECTED TO TORSION

• NIWA Junichiro

  THE JAPAN SOCIETY OF CIVIL ENGINEERS

• HIGAI Takeshi

  THE JAPAN SOCIETY OF CIVIL ENGINEERS

• MORIYA Norikazu

  THE JAPAN SOCIETY OF CIVIL ENGINEERS

Bibliographic Information

Other Title

• ねじりを受けるRC棒部材に関する解析的研究
• ネジリ オ ウケル RCボウ ブザイ ニ カンスル カイセキテキ ケンキュウ

Abstract

Analytical studies on the mechanical behavior of reinforced concrete linear members subjected to torsion were carried out. The characteristics of the employed analytical method were to assume the original solid section of a member to be equivalent to a hollow one and to convert the applied torsion into a uniform shear flow. Concerning the stress-strain relation of concrete, the softening, the tension stiffening and the shear transfer along cracks were considered. The effect of the local yielding of reinforcement was also incorporated into the analysis. As a result of verification, it was admitted that the ultimate strength and general deformation behavior of reinforced concrete linear members subjected to torsion could be predicted fairly well by the proposed analytical method.

Journal

• Doboku Gakkai Ronbunshu

  Doboku Gakkai Ronbunshu 1990 (420), 97-105, 1990-08-20

  Japan Society of Civil Engineers

Keywords

• torsion
• shear flow
• softening
• tension stiffening
• shear transfer

Details

• CRID: 1390001205308092032
• NII Article ID: 40004507182
• NII Article ID: 10003195325
• NII Article ID: 130003981244
• NII Book ID: AN10014020
• DOI: 10.2208/jscej.1990.420_97
• ISSN: 18827187
• ISSN: 02897806
• NDL BIB ID: 3676811
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I3676811
• Web Site: https://www.jstage.jst.go.jp/article/jscej1984/1990/420/1990_420_97/_pdf
• Data Source:
  • JaLC
  • NDL
  • Crossref
  • CiNii Articles
• Abstract License Flag: Disallowed