微裂对青混凝土中低温裂传播的强化效应
Jianhuan Du1, Xianxing Dai2, Qingyang Liu1
1School of Architecture and Civil Engineering, Chengdu University, Chengluo Avenue No. 2025, Chengdu 610106, China.
Materials (Basel, Switzerland)
|June 13, 2025
概括
青混凝土中的微裂在低温下表现出硬化作用,屏蔽主要裂的传播并抑制损伤. 这一发现有助于预测青混凝土的断裂行为,并提高材料的耐用性.
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
- 机械工程 机械工程
背景情况:
- 青混凝土表现出复杂的低温破裂行为,由宏观和微小裂之间的相互作用驱动.
- 了解微裂纹的影响对于预测青混凝土的耐用性和性能至关重要.
研究的目的:
- 为了研究微裂纹对青混凝土低温裂纹传播的强化作用.
- 开发和验证一个数值模型来模拟青混凝土的断裂.
主要方法:
- 使用泰勒模型建立了青混凝土的损伤模块模型.
- 使用离散元件方法 (DEM) 构建了一个包含异质性和聚合分级的2D微结构损伤模型.
- 进行了虚拟半圆形曲 (SCB) 测试,以分析裂传播和应力场.
主要成果:
- 基于泰勒模型的模块损伤模型准确预测了数值模拟结果.
- 微裂密度的增加减少了主要裂的影响,显示出强化效应.
- 微裂延长了裂传播阶段,并屏蔽了在中等尺度上的主要裂传播.
- 硬化效应抑制了剪切应力,防止模量恶化.
结论:
- 微裂在低温下在青混凝土中提供了显著的硬化机制.
- 开发的DEM模型有效地模拟了青混凝土复杂的断裂行为.
- 这些发现有助于预测宏观裂的传播,并提高青混凝土的性能.
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