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在大偏心压缩下对短切基石纤维钢筋混凝土的机械性能进行实验研究
Xinzhong Wang1, Linshu Li1, Mei Wei2
1College of Civil Engineering, Hunan City University, Yiyang, 413000, Hunan, China.
Scientific reports
|March 29, 2025
概括
岩纤维显著增强了混凝土的机械性能,改善了在异常压缩下成员的负载能力和裂纹抵抗. 这项研究提供了一个新的公式来预测这些先进的混凝土结构中的裂宽度.
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
- 结构工程 结构工程
背景情况:
- 传统的混凝土成员在巨大的偏心压缩下表现出局限性.
- 玄武岩纤维增强为增强混凝土机械性能提供了一个潜在的解决方案.
研究的目的:
- 为了研究基岩纤维增强混凝土 (BFRC) 成员在大型异常压缩下的机械性能.
- 分析玄武岩纤维对故障特征,承载能力和裂纹行为的影响.
- 开发BFRC成员裂宽度的预测公式.
主要方法:
- 对具有不同参数的BFRC成员进行一系列大型异常压缩测试.
- 分析故障模式,最终承载能力,裂负载和裂宽度.
- 执行用于公式开发的全面数据模拟.
主要成果:
- 岩纤维显著改善了混凝土成员的机械性能.
- 最终承载能力增加了高达30.3%,裂变负载增加了高达42.9%.
- BFRC成员显示裂发作延迟,裂更多,最大裂宽度更小.
结论:
- 玄武岩纤维增强物大大提高了在巨大的偏心压缩下混凝土成员的性能.
- 该研究成功开发了BFRC成员最大裂宽度的计算公式.
- 研究结果支持使用玄武岩纤维作为结构混凝土应用的有效增强剂.
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