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Elasto-Plastic Analysis of Bonded Joints with Macro-Elements

机译:宏单元粘结节点的弹塑性分析

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摘要

The Finite Element (FE) method could be able to address the stress analysis of bonded joints. Nevertheless, analyses based on FE models are mainly computationally cost expensive and it would be profitable to develop simplified approaches, enabling extensive parametric studies. Firstly, a 1D-bar and 1D-beam simplified models for the bonded joint stress analysis, assuming a linear elastic adhesive material, are presented. These models derive from an approach, inspired by the finite element (FE) method using a formulation based on a 4-node macro-element, which is able to simulate an entire bonded overlap. Moreover, a linear shear stress variation in the adherend thickness is included in the formulation. Secondly, a numerical procedure is then presented to introduce into both models an elasto-plastic adhesive material behavior, while keeping the previous linear elastic formulation. Finally, assuming an elastic perfectly plastic adhesive material behavior, the results produced by simplified models are compared with the results predicted by FE using 1D-bar, plane stress and 3D models. Good agreements are shown.
机译:有限元(FE)方法可能能够解决粘结接头的应力分析问题。尽管如此,基于有限元模型的分析在计算上主要是昂贵的,开发简化的方法,进行广泛的参数研究将是有利可图的。首先,给出了假设为线性弹性粘合材料的一维钢筋和一维梁简化模型,用于粘结应力分析。这些模型源自一种方法,该方法受有限元(FE)方法的启发,该方法使用基于4节点宏元素的公式,该公式能够模拟整个键合重叠。此外,配方中包括被粘物厚度的线性剪切应力变化。其次,然后提出了一个数值程序,以将弹塑性粘合材料的性能引入两个模型,同时保持先前的线性弹性公式。最后,假设弹性材料具有完美的塑性粘合性能,将简化模型产生的结果与有限元使用1D钢筋,平面应力和3D模型预测的结果进行比较。显示了良好的协议。

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