基于统一相场理论的多边形有限元模拟研究

    Polygon finite element simulation based on unified phase field theory

    • 摘要: 固体材料裂缝扩展一直是工程中最普遍的破坏方式之一。统一相场理论在模拟裂缝扩展方面具有一定优势,但传统有限元方法在相场复杂区域离散时存在较大困难,为此将多边形有限元方法与统一相场损伤模型相结合,基于Matlab软件开发出多边形有限元统一相场损伤模型。该模型采用多边形离散方式并通过子问题交错迭代算法进行求解,即通过固定相场求解位移场,然后基于位移场结果求解相场,反复循环计算直至两者结果收敛。通过对比四边形单元与多边形单元离散下L形板的裂缝扩展结果,发现多边形相场计算结果与传统有限元计算和实验结果基本一致,证明了此方法的可靠性。提出的统一相场多边形有限元模拟方法有望在对工程结构复杂区域进行离散时发挥重要作用。

       

      Abstract: Crack propagation in solid materials has always been one of the most common failures in engineering. The unified phase field theory has certain advantages in simulating crack propagation, but the traditional finite element method has great difficulties in discretizing the complex region of the phase field. Therefore, we combine the polygonal finite element method with the unified phase field damage model for the first time, and develop a polygonal finite element unified phase field damage model based on Matlab software. This model adopts the polygon discrete method and solves it by the sub-problem interleaved iterative algorithm, that is, the displacement field is solved by the fixed phase field, and then the phase field is solved based on the displacement field results, and the cycle calculation is repeated until the two results converge. By comparing the crack propagation results of L-shaped plates under the discrete quadrilateral elements and polygon elements, it is found that the calculated results of the polygon phase field are basically consistent with the traditional finite element calculations and experimental results, which proves the reliability of the method. The polygon finite element method of unified phase field theory is expected to play an important role in the discretization of complex areas of engineering structures.

       

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