有不同和度的纤维增强混凝土的压缩反应和损伤分布
Lu Feng1,2, Xudong Chen1
1College of Civil and Transportation Engineering, Hohai University, Nanjing 210024, China.
Materials (Basel, Switzerland)
|April 24, 2025
概括
纤维增强混凝土 (FRC) 使用更多的纤维显示出更好的强度,但含水量显著削弱了它. 先进的算法对损坏进行分类,揭示拉伸性故障占主导地位,特别是在潮湿的条件下.
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:
- 由于裂变和泄漏风险,道层的稳定性至关重要.
- 了解压力和水下的材料行为对于道安全至关重要.
- 纤维增强混凝土 (FRC) 是道支的关键材料之一.
研究的目的:
- 在各种条件下调查FRC机械性能和损坏机制.
- 分析纤维含量,加载路径和和对FRC行为的影响.
- 开发和验证FRC高峰后软化的一个组成模型.
主要方法:
- 在FRC的单轴压缩试验中,纤维含量为0-1.0%.
- 逻辑回归 (LR) 的应用用于裂分类 (AF-RA特征).
- 用高斯过程回归 (GPR) 进行声辐射 (AE) 参数预测.
- 为FRC开发一个损害构成模型.
主要成果:
- 增加的纤维含量提高了FRC的强度和刚性.
- 较高的水含量会显著削弱FRC,降低强度和刚度.
- 拉伸损伤 (60-80%) 比剪切损伤更为普遍.
- AE分析和GPR预测强调了高和下明显的损伤.
结论:
- FRC的性能受到纤维含量和水和度的显著影响.
- 在FRC中,LR和GPR提供了有效的损害分类和预测方法.
- 拟议的损害构成模型准确地捕捉了FRC高峰后的行为.
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