Experimental study for estimating ultimate shear strength of U-shaped steel girders

Kazuya Tamada*, Kiyoshi Ono, Akito Kawamura, Nobuo Nishimura

*この研究の対応する著者

研究成果: Article査読

1 被引用数 (Scopus)

抄録

Since experimental studies of the characteristics of ultimate shear strength in the structural system of U-shaped steel girders, generally called open cross-sectional box girders, under construction have not been made so far, this study attempts to identify the characteristics by conducting load tests using experimental girders. Baslcr's formula for calculating ultimate shear strength was applied to U-shaped steel girders with diagonal web members to validate the formula by comparing it with the experimental results. In addition, reproducibility of the experiments was analyzed using a program for analyzing elasto-plastic finite displacement. Thus, the programs for the analysis and the conditions used as a basis for numerical studies of the ultimate shear strength of girders are verified.

本文言語English
ページ(範囲)14-28
ページ数15
ジャーナルDoboku Gakkai Ronbunshuu A
62
1
DOI
出版ステータスPublished - 2006
外部発表はい

ASJC Scopus subject areas

  • 土木構造工学
  • 建築および建設
  • 材料力学
  • 機械工学

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