橡胶颗粒沥青混合料破冰试验及其数值模拟

    Ice-Breaking and Numerical Simulation of Crumb Rubber Modified Asphalt Mixture

    • 摘要: 为了揭示橡胶颗粒沥青混合料的破冰机理, 通过构建不同冰层厚度条件下橡胶颗粒沥青混合料与冰层相互作用的离散元数值模型, 将摆值平均加权回升量及摆值平均加权回升率的宏观参数与应变能及颗粒位移的细观参数进行比较发现:在冰层厚度达到4 mm的节点处, 摆值平均加权回升量及摆值平均加权回升率基本达到了恒定值;当冰层厚度为1 mm时, 模型中颗粒的位移最大, 克服冰层颗粒间拉力所消耗的应变能最大.最后, 从宏观角度与细观角度研究了橡胶颗粒沥青混合料的破冰机理.

       

      Abstract: To explore the ice-breaking mechanism, the discrete element model which reflected the interaction between a rubber particles asphalt mixture and ice under different ice thicknesses was established. The macroscopic parameters of the weighted average rebound amount of British Pendulum Number (BPN) and the weighted average rebound rate of BPN were compared with the mesoscopic parameters of the strain energy and particle displacements. The results indicate that the weighted average rebound amount and the weighted average rebound rate of BPN reach constant values basically when the ice thickness is 4 mm. The particle displacements are maximum and the strain energy overcoming the tensile force among parcels in ice layer is largest when the ice thickness is 1mm. In addition, the icebreaking mechanism of the rubber particles asphalt mixture is studied from the macroscopic and mesoscopic viewpoints.

       

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