ISSN 1000-3665 CN 11-2202/P

    基于分形破碎的泡沫混凝土无侧限抗压强度计算

    Estimating unconfined compressive strength of foamed concrete using a fractal fragmentation model

    • 摘要:
      目的 泡沫混凝土因其强度高、重量小、密度低的特点,广泛用于减少结构和基础荷载,有助于节能增效,降低施工成本,当前已有的泡沫混凝土无侧限抗压强度公式中,参数都是经验性的,无法确定。
      方法 基于此,以水灰比0.5为例,根据泡沫混凝土块体破坏的分形模型,导出泡沫混凝土的无侧限抗压强度与尺寸的理论关系,揭示了无侧限抗压强度的尺寸效应,提出了泡沫混凝土无侧限抗压强度计算的理论方法。
      结果 泡沫混凝土孔隙分布的分维介于2.0~3.0之间,分维越大,泡沫混凝土越密实;泡沫混凝土的分维越大,无侧限抗压强度随块体尺寸变化越小。与泡沫混凝土无侧限抗压强度的经验模型相比,泡沫混凝土无侧限抗压强度与固体体积率的理论关系只与泡沫混凝土孔隙结构的分维有关。
      结论 泡沫混凝土孔隙结构的分形模型为计算泡沫混凝土无侧限抗压强度提供了简单、有效的理论工具,计算方法简单,计算结果准确。

       

      Abstract:
      Objective Foam concrete is widely used in construction to reduce structural and foundation loads, thereby improving energy efficiency and lowering construction costs due to its favorable properties.
      Method accurate determination of its unconfined compressive strength remains essential for promoting broader application. In this study, a fractal model of the pore structure of foam concrete with a water–cement ratio of 0.5 is proposed to calculate unconfined compressive strength.
      Results Considering the size effect of the unconfined compressive strength of foam concrete, the fractal dimension of the pore structure of foam concrete is calculated, and the theoretical relationship between the unconfined compressive strength and the solid volume fraction is established to calculate the unconfined compressive strength of foam concrete. Compared with the empirical model of unconfined compressive strength, the theoretical relationship between unconfined compressive strength and solid volume fraction is only related to the fractal dimension of pore structure of foam concrete.
      Conclusion The fractal model of pore structure of foam concrete provides a simple and effective theoretical tool for estimating the unconfined compressive strength of foam concrete, providing both accuracy and computational efficiency.

       

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