作者: A. Sellitto , R. Borrelli , F. Caputo , A. Riccio , F. Scaramuzzino
DOI: 10.1108/17579861211264370
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摘要: Purpose – The purpose of this paper is to investigate and assess the capabilities most common finite element (FE)‐based tools deal with global‐local analysis. Two kinds coupling were investigated: shell solid.Design/methodology/approach issue connecting non‐matching FE global local models, characterized by different mesh refinements and/or types, was addressed introducing appropriate kinematic constraints on nodes at interfaces. techniques available in three FE‐based codes (ABAQUS®, NASTRAN® ANSYS®), assessed applying them a numerical test case (non‐linear buckling analysis square plate). Results simulations compared results obtained for relevant reference solutions.Findings continuity displacements stresses across interface between models influence presence model solutio...