基于界面元法的沥青混合料细观结构数值模拟OA
Numerical simulation of mesostructure of asphalt mixture based on interface element method
探讨了界面元法在沥青混合料细观结构模拟中的应用,重点分析了其在模拟不同工况荷载下沥青混合料破坏机制、力学性能及参数预测方面的功能.首先介绍了界面元法的基本理论,包括位移模式、应力模式及平衡方程,通过编程实现了二维弹性问题的数值算例,验证该方法的有效性和网格敏感性.然后采用界面元法进行沥青混合料单轴压缩试验模拟,并与传统有限元法进行对比分析.结果表明,界面元法不仅能够精确捕捉沥青混合料在单轴压缩中的破坏模式,特别是在剪切滑移和界面开裂方面表现出显著优势,同时与传统有限元法相比,其在模拟细观结构力学行为时提高了计算效率,显著降低了网格细化的需求.界面元法在模拟沥青混合料细观破坏行为和性能预测方面具有重要的应用潜力,可为多相复合材料的数值分析提供新的研究思路.
The application of the interface element method(IEM)in the mesostructural simulation of asphalt mixtures is explored,with particular emphasis on its capability to simulate failure mechanisms,mechanical properties and parameter prediction of asphalt mixtures under different loading conditions.The basic theory of the IEM is first introduced,including displacement modes,stress modes and equilibrium equations.A two-dimensional elasticity problem is numerically implemented through programming to verify the effectiveness and mesh sensitivity of the method.The IEM is then employed to simulate the uniaxial compression test of asphalt mixtures,and a comparative analysis is conducted with the traditional finite element method(FEM).The results show that the IEM not only accurately captures the failure modes of asphalt mixtures under uniaxial compression,especially demonstrating significant advantages in shear slippage and interface cracking,but also enhances computational efficiency and significantly reduces the need for mesh refinement compared to the traditional FEM when simulating mesostructural mechanical behavior.The IEM has important application potential for simulating the mesostructural failure behavior and performance prediction of asphalt mixtures,offering a novel research approach for the numerical analysis of multiphase composite materials.
李玉华;石尚
大连理工大学建设工程学院交通运输系,辽宁大连 116024大连理工大学建设工程学院交通运输系,辽宁大连 116024
交通工程
界面元法沥青混合料细观结构单轴压缩破坏模式
interface element methodasphalt mixturemesostructureuniaxial compressionfailure mode
《大连理工大学学报》 2026 (3)
272-280,9
国家自然科学基金资助项目(51878121).
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