逆対称曲げせん断力を受けるウェブ平板の弾性座屈耐力に及ぼす境界条件の影響

概要

論文の詳細を見る
There are a lot of uncertain points about behavior of web plate of H-shaped beam under bending and shear. Especialy, enough consideration is not performed for effect that boundary condition gives buckling. But, It is important to understand the effect that boundary condition gives elastic buckling of plate under bending and shear for treating plate buckling. The purpuse of this study is to understand the effect that boundary condition gives elastic buckling of palte under bending and shear. For this purpuse, buckling behavior of simply suppurted plate and clumped plate are calculated. And the effect that these boundary conditiones give buckling behavior is showed. In addition, by comparing it with the result of FEM analysis of H-shped beam, it is considered the effect that boundary condition of real beam gives bukling behavior.
社団法人日本建築学会の論文
2003-09-30