| タイトル | H形鋼断面の弱軸周りの全塑性曲げ耐力に及ぼすせん断録の影響について |
| その他のタイトル | Full plastic bending strength with shearing force effect for H-shaped steel member on miner axis |
| 参考URL | http://harp.lib.hiroshima-u.ac.jp/it-hiroshima/metadata/12293 |
| 著者（日） | 山西, 央朗 |
| 著者（英） | Yamanishi, Teruaki |
| 著者所属（日） | 広島工業大学 |
| 著者所属（英） | Hiroshima Institute of Technology |
| 発行日 | 2019-02 |
| 発行機関など | 広島工業大学
Hiroshima Institute of Technology |
| 刊行物名 | 広島工業大学紀要: 研究編
Bulletin of Hiroshima Institute of Technology: Research volume |
| 巻 | 53 |
| 開始ページ | 199 |
| 終了ページ | 205 |
| 刊行年月日 | 2019-02 |
| 言語 | jpn
eng |
| 抄録 | H-shaped steel member had full plastic bending strength on collapse mechanism of structure. The principle to they conditions was normal stress reacting yield stress by means of flexure and axial force. However, normal stress reduced by shear stress in collapse motion, if shear force becomes dominant obtain from more smaller shear span ratio. In this paper shown, H-shaped steel member on miner-axis full plastic bending strength acted on by shearing force and flexure, its computing by FEM analysis. That results showed, H-shaped steel member on miner-axis strength pays its attention to only flange and can calculate. |
| 内容記述 | 形態: カラー図版あり
Physical characteristics: Original contains color illustrations |
| キーワード | H-shaped steel member; miner axis; Full-plastic bending strength; FEM-analysis |
| 資料種別 | Departmental Bulletin Paper |
| NASA分類 | Structural Mechanics |
| ISSN | 1346-9975 |
| NCID | AA11599110 |
| SHI-NO | AA1840440000 |
| URI | https://repository.exst.jaxa.jp/dspace/handle/a-is/909254 |
