关于基石纤维增强混凝土耐性的实验研究
Yihong Guo1, Jianlin Gao1, Jianfu Lv1
1College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China.
Materials (Basel, Switzerland)
|September 28, 2024
概括
玄武纤维 (BF) 在各种固化条件下提高了混凝土的抗性. 这项研究揭示了BF在冷解周期期间减少微裂纹和损伤,改善剩余强度.
科学领域:
- 材料科学 材料科学 材料科学
- 土木工程 土木工程是指土木工程.
- 混凝土技术 混凝土技术
背景情况:
- 混凝土的耐用性受到结解周期的重大影响.
- 提高混凝土对伤害的抵抗力对于基础设施的寿命至关重要.
研究的目的:
- 研究基岩纤维 (BF) 在各种固化条件下对混凝土抗性的影响.
- 分析基岩纤维钢筋混凝土 (BFRC) 的基本抗机制.
主要方法:
- 设计的混凝土混合物具有不同的玄武岩纤维体积含量.
- 对标本进行了快速融 (FT) 试验.
- 评估质量损失率 (MLR),相对动态弹性模量 (RDME) 和压力强度降低.
主要成果:
- 与FT循环后的普通混凝土相比,0.15%BF的BFRC显示其余压力强度增加了5.4% (正常固化),28.1% (短期固化) 和30.9% (海水固化).
- 玄武岩纤维有效地延缓了微裂的发展.
- 微观分析阐明了增强的抗机制.
结论:
- 加入玄武岩纤维显著提高了混凝土的抗性.
- 通过控制微裂的传播,BF可减轻融周期造成的损害.
- 这项研究为BFRC的抗机制提供了微观洞察力.
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