付加荷重を用いた弾塑性解析の構成則について : 有限要素法によるコンクリート充填鋼管の軸圧縮の解析例

概要

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In this paper a constitutive theory in elasto-plastic analysis using additional load is introduced. When calculated stresses have been exceeding a surface of an assumed yield condition, an iteration will be performed repeatedly with additional load until calculated stresses converge onto the assumed yielding surface. This analysis has been performed on an experiment of concrete filled steel tube subjected to axial compressive loading, and the result has been compared with the experimental result.
社団法人日本建築学会の論文
1994-12-30