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

URI http://harp.lib.hiroshima-u.ac.jp/it-hiroshima/metadata/12293
ファイル
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
別タイトル
Full plastic bending strength with shearing force effect for H-shaped steel member on miner axis
著者
氏名 山西 央朗
ヨミ ヤマニシ テルアキ
別名 Yamanishi Teruaki
キーワード
H-shaped steel member
miner axis
Full-plastic bending strength
FEM-analysis
抄録

H-shaepd 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.

掲載雑誌名
広島工業大学紀要. 研究編
53
開始ページ
199
終了ページ
205
出版年月日
2019-02
出版者
広島工業大学
ISSN
1346-9975
NCID
AA11599110
本文言語
日本語
資料タイプ
紀要論文
著者版フラグ
出版社版
権利情報
publisher
区分
it-hiroshima