在使用FEM-DEM合方法的混凝土路面板中形成空隙和接强度增强的宏观微观机制
Xiaoyong Zhang1, Jianxu Long1, Zhuan Wang1
1Department of Architectural Engineering, Guizhou Communications Polytechnic University, Guiyang, 551400, China.
Scientific reports
|October 22, 2025
概括
混凝土路面下的空洞降低了道路安全. 接地加固显著改善了结构性能,增加了58.3%的峰值强度,并提高了负载传输,为路面空洞问题提供了至关重要的支持.
科学领域:
- 土木工程 土木工程是指土木工程.
- 材料科学 材料科学 材料科学
- 地质技术工程 地质技术工程
背景情况:
- 交通和重载在混凝土路面下造成空洞,损害了道路性能和安全.
- 了解空洞混凝土路面的机械行为对于有效的维修策略至关重要.
研究的目的:
- 为了研究混凝土路面与空洞的机械行为.
- 为了评估接强化用于空隙补救的有效性.
主要方法:
- 使用单轴压缩模拟校准的混凝土参数.
- 使用有限元素方法-离散元素方法 (FEM-DEM) 合,开发了一个空隙形成的数值模型.
- 模拟用9800颗颗粒 (0.5毫米直径) 的接增强.
主要成果:
- 空洞结构在76.6 kN时破裂,在降解之前达到139 kN的峰值负载.
- 在空隙的两侧形成了剪切带,由位移和裂纹模式分析证明.
- 接增强将峰值强度提高到220kN (58.3%的改善),提高负载传输和减少位移.
结论:
- 接地是一种有效的方法来加强有空隙的混凝土路面.
- 该研究提供了通过机械增强解决路面空隙问题的理论支持.
- 经过接后,改善的负载传递和结构稳定性得到证实.
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