凝聚性区域模型的半分析解决方案用于基于水泥的材料
Yong-Kang Hou1,2, Shu-Jin Duan3, Rui-Mei An4
1School of Urban Geology and Engineering, Hebei GEO University, Shijiazhuang, 050031, People's Republic of China.
Scientific reports
|August 20, 2025
概括
这项研究开发了一种半分析的凝聚区模型 (CZM),以准确预测水泥材料的拉伸失效. 该模型在确定裂纹开口位移和材料凝聚力方面表现出高准确度.
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
- 材料机械学 材料机械学
背景情况:
- 低抗拉强度是基于水泥的材料的主要限制.
- 了解拉伸裂纹机制对于材料和结构设计至关重要.
研究的目的:
- 为凝聚性区域模型 (CZM) 开发一个半分析解决方案,以描述基于水泥的材料的故障模式.
- 用破裂力学原理和实验数据提供一种新的方法来确定CZM的分析溶液.
主要方法:
- 利用与威廉姆斯应力函数的边界合方法获得线性弹性解决方案.
- 使用加权积分方法将CZM与断裂过程区域 (FPZ) 和实验裂开口位移 (COD) 数据结合起来.
- 使用形分裂测试验证实了模型的有效性.
主要成果:
- 拟议的CZM准确预测了裂纹开口位移 (COD),与实验数据相比,最大误差为15.5%.
- 与实验确定的基材料的抗拉强度相比,在裂纹尖端计算的凝聚力显示出2.1%的最小误差.
- 证明了开发的CZM在模拟基于水泥的材料故障方面的高精度.
结论:
- 半分析性CZM提供了一种可靠的方法来分析基于水泥的材料的抗拉性故障.
- 该方法提供了一种基于断裂力学和实验测量的CZM分析解决方案的新方法.
- 这些发现支持改进了基于水泥的材料和结构的设计,这些材料和结构具有增强的抗拉性能.
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