作成年度 | 2021 年度 |
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論文名 | 鋼I桁の腹板パネル隅角領域がせん断耐荷性能におぼす影響の解析的検討 |
論文名(和訳) | |
論文副題 | |
発表会 | 構造工学シンポジウム |
誌名 | 構造工学論文集 |
巻・号・回 | Vol.67A |
発表年月日 | 2021/04/17 ~ 2021/04/18 |
所属研究室/機関名 | 著者名(英名) |
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土木研究所 | 小野 健太 |
土木研究所 | 澤田 守 |
土木研究所 | 上仙 靖 |
抄録 |
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The purpose of this study is to develop a method for stably and rationally evaluating the load carrying capacity of steel I-girders subjected to shear, including corroded steel I-girders. In this paper, as a basic study, the shear load carrying capacity of the steel I-girders are investigated by FEM analysis, considering the anchoring effect of the web corner area. The FEM analysis shows that web corner area affects the maximum shear strength and the tension field action. |