Belinha Jorge
Department of Mechanical Engineering, ISEP, Polytechnic of Porto, Rua Dr. António Bernardino de Almeida, n. 431, 4200-072 Porto, Portugal.
Institute of Science and Innovation in Mechanical and Industrial Engineering (INEGI), Rua Dr. Roberto Frias, 4200-465 Porto, Portugal.
Materials (Basel). 2024 Sep 11;17(18):4466. doi: 10.3390/ma17184466.
This study presents a comprehensive multiscale analysis of sandwich beams with a polyurethane foam (PUF) core, delivering a numerical comparison between finite element methods (FEMs) and a meshless method: the radial point interpolation method (RPIM). This work aims to combine RPIM with homogenisation techniques for multiscale analysis, being divided in two phases. In the first phase, bulk PUF material was modified by incorporating circular holes to create PUFs with varying volume fractions. Then, using a homogenisation technique coupled with FEM and four versions of RPIM, the homogenised mechanical properties of distinct PUF with different volume fractions were determined. It was observed that RPIM formulations, with higher-order integration schemes, are capable of approximating the solution and field smoothness of high-order FEM formulations. However, seeking a comparable field smoothness represents prohibitive computational costs for RPIM formulations. In a second phase, the obtained homogenised mechanical properties were applied to large-scale sandwich beam problems with homogeneous and approximately functionally graded cores, showing RPIM's capability to closely approximate FEM results. The analysis of stress distributions along the thickness of the beam highlighted RPIM's tendency to yield lower stress values near domain edges, albeit with convergence towards agreement among different formulations. It was found that RPIM formulations with lower nodal connectivity are very efficient, balancing computational cost and accuracy. Overall, this study shows RPIM's viability as an alternative to FEM for addressing practical elasticity applications.
本研究对具有聚氨酯泡沫(PUF)芯层的夹层梁进行了全面的多尺度分析,给出了有限元方法(FEM)与无网格方法——径向点插值法(RPIM)之间的数值比较。这项工作旨在将RPIM与多尺度分析的均匀化技术相结合,分为两个阶段。在第一阶段,通过引入圆形孔洞对块状PUF材料进行改性,以制备具有不同体积分数的PUF。然后,使用结合了FEM和四个版本RPIM的均匀化技术,确定了不同体积分数的不同PUF的均匀化力学性能。观察到采用高阶积分格式的RPIM公式能够逼近高阶FEM公式的解和场的光滑性。然而,对于RPIM公式而言,要获得可比的场光滑性会带来高昂的计算成本。在第二阶段,将获得的均匀化力学性能应用于具有均匀芯层和近似功能梯度芯层的大规模夹层梁问题,显示出RPIM能够非常接近FEM结果。对梁厚度方向应力分布的分析突出了RPIM在域边缘附近产生较低应力值的趋势,尽管不同公式之间最终会趋于一致。研究发现,具有较低节点连接性的RPIM公式非常高效,能够平衡计算成本和精度。总体而言,本研究表明RPIM作为解决实际弹性应用问题时替代FEM的一种可行方法。