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Finite element prediction of stress-strain fields on sandwich composites

机译:三明治复合材料应力 - 应变场的有限元预测

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The main objective of this study was the assessment of the stress-strain fields of the sandwich core during bending tests. Finite element models (FEM) using Siemens NX10 and digital image correlation (DIC) were used to predict the behavior of sandwich beams in 3 and 4 point bending. Two different core thickness and two different sandwich length (short and long beams) with basalt fiber reinforced polymer (BFRP) faces were simulated. The numerical simulation using 3D finite element were compared and validated with experimental results obtained previously by DIC. This work validated innovative numerical simulations and experimental techniques for determining stress-strain fields in composite sandwich beams subjected to bending. The correlation between experience and analysis allowed a better knowledge and understanding of the complex stress-strain fields along the core thickness of sandwich beams in bending.
机译:本研究的主要目的是在弯曲试验期间评估夹心芯的应力 - 应变场。使用Siemens NX10和数字图像相关(DIC)的有限元模型(FEM)用于预测夹层梁在3和4点弯曲中的行为。模拟了具有玄武岩纤维增强聚合物(BFRP)面的两种不同的芯厚度和两种不同的夹层长度(短和长梁)。比较了使用3D有限元的数值模拟并用先前通过DIC获得的实验结果验证。该工作验证了用于确定经受弯曲的复合夹层光束中的应力 - 应变场的创新数值模拟和实验技术。经验和分析之间的相关性允许沿弯曲夹层梁的芯厚度的复杂应力 - 应变场更好地了解和理解。

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