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检索条件:作者=DONG Xiang-huai
FU Li-Jun , DONG Xiang-huai , et al
钢铁研究学报(英文版)
In the traditional one-step formulations using shell elements, the computations of the curvature variation and bending stiffness matrix are simplified by omitting the rotational DOFs on the basis of initial flat blank and fully known final configuration. They are highly efficient but not suitable ei...
关键词: One-step formulation;the BST element;the penalty method