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

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  • Full plastic bending strength with shearing force effect for H-shaped steel member on miner axis
  • Hガタコウ ダンメン ノ ジャクジク マワリ ノ ゼン ソセイ マゲ タイリョク ニ オヨボス センダンロク ノ エイキョウ ニ ツイテ

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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.

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