线弹性双材料一维泛形本构模型

Alinear Elastic One-Dimensional Ubiquitiformal Constitutivemodel for Bi-Material

  • 摘要: 基于广义泛形Cantor集,建立了一维双材料杆的泛形本构模型,能够体现骨料体积比和骨料级配对弹性模量的影响,进而给出其等效弹性模量的解析表达式.将其应用于混凝土,计算结果与实验结果吻合.此外,泛形模型具有连续的材料界面位移分布,从而避免了分形模型中界面位移间断的困惑.

     

    Abstract: Based on the generalized ubiquitiformal Cantor set,a ubiquitiformal constitutive model for a bi-material rod was proposed. Effect of both aggregate volume ratio and aggregate gradation can be taken into account, and then the explicit analytical expressions for calculating effective elastic modulus was obtained. The numerical results for concrete were found to be in good agreement with previous experimental data.Moreover, in the ubiquitiformal model, the interfacial displacements between the two materials are continuous, which avoids the difficulty of the discontinuous interfacial displacements in previous fractal models.

     

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