A Analytic Study Of Plastic Limiting Width-Thickness Ratios Of Steel I-Sections In Bending
抄録
The definition and classification of cross-sectional strength concerning width-thickness ratio of plate element are required in the development of advanced limit state design code of steel structures. In this paper the limiting width-thickness ratios for plastic strength of steel I-section in bending are investigated by the analysis of F.E.M. Comparison of the numerical results and current design codes are discussed.
曲げをうける鋼I形断面の塑性限界幅厚比に関する研究
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