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
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Title
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
Title Alternative
Full plastic bending strength with shearing force effect for H-shaped steel member on miner axis
Author
氏名 山西 央朗
ヨミ ヤマニシ テルアキ
別名 Yamanishi Teruaki
Subject
H-shaped steel member
miner axis
Full-plastic bending strength
FEM-analysis
Abstract

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.

Journal Title
広島工業大学紀要. 研究編
Volume
53
Spage
199
Epage
205
Published Date
2019-02
Publisher
広島工業大学
ISSN
1346-9975
NCID
AA11599110
Language
jpn
NIIType
Departmental Bulletin Paper
Text Version
出版社版
Rights
publisher
Set
it-hiroshima