不均等曲げせん断力を受ける周辺固定支持平板の弾性座屈耐力の導出

概要

論文の詳細を見る
In the past, various researches are performed about buckling of plate. But, about clumped plate under combine stress, few researches are performed. Because it is diffecult to consider both clumped condition and combine stress. However, the buckling shape of beam is alike the one of clumped plate. So, it is important to understand buckling of clumped plate under unequal bending and shear owing to understanding the buckling behavior. The purpose of this study is to show the method for elastic buckling strength of clumped plate under unequal bending and shear. For this problem, new function of deflection is proposed. And, energy method with it is proposed as method for this buckling problem. It is showed that it is easy to understand buckling strength and shape of clumped plate under combined stress with this method.
社団法人日本建築学会の論文
2003-09-30