線形弾性材料に対して、INISTATE,SET,DTYP,streを使用して応力データを読み込むと、解析は線形として実行されます。しかし、INISTATE,SET,DTYP,epelを使用して入力を弾性ひずみに変更すると、解析は非線形ながら1回の反復で計算されます。 これは意図的なものですか？
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