关于纤维混凝土与初始孔隙损伤机制的研究
Ankui Hu1,2, Xinyu Du1, Fei Wang1,2
1School of Energy and Power Engineering, Xihua University, Chengdu 610039, China.
Materials (Basel, Switzerland)
|March 13, 2025
概括
这项研究以初始损伤的纤维增强混凝土为模型,发现增加的孔隙性显著降低了峰值应力. 延展率也影响机械性能,为工程应用提供了洞察力.
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
- 计算力学 计算力学 计算力学
背景情况:
- 纤维增强混凝土对于桥梁和道等基础设施至关重要.
- 现有的研究往往忽视了混凝土的机械行为,而混凝土已经存在损伤.
- 了解纤维增强混凝土的损伤对于结构完整性至关重要.
研究的目的:
- 为了研究纤维增强混凝土在初始损坏后的机械性能.
- 开发和验证一个微型模型,结合混凝土损坏可塑性 (CDP) 的构成方程.
- 分析孔隙性和拉伸率对混凝土损伤和机械反应的影响.
主要方法:
- 使用MATLAB建立了一个微型模型,包括聚合物,砂和接口层.
- 引入并验证了使用最小方程方法的CDP构成方程.
- 通过ABAQUS软件对具有不同孔径的模型进行了单轴压缩测试.
主要成果:
- 经验证的模型准确地反映了实验发现.
- 从2%增加到8%的多孔度,使得峰值压力减少了大约30%.
- 较高的拉伸率导致峰值应力缓慢增加,但弹性模量显著增加.
结论:
- 开发的模型和算法是合理的,并通过物理测试进行验证.
- 孔隙性是影响受损纤维增强混凝土机械强度的关键因素.
- 延展率显著影响弹性模量,为实际的工程设计提供了关键数据.
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