基于拉出和加强水泥复合材料的末钢纤维形状的优化
Xiaowei Wang1, Bo Xu1, Kuiliang Luan1
1School of Civil and Transportation Engineering, Hebei University of Technology, Tianjin 300401, China.
Materials (Basel, Switzerland)
|January 11, 2024
概括
优化钢纤维形状可以提高钢纤维增强水泥复合材料 (SFRCC) 的残余强度. 头钢纤维显示出更好的拉力阻力,提高了SFRCC的性能.
科学领域:
- 材料科学与工程 材料科学与工程
- 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:
- 钢纤维增强水泥复合材料 (SFRCC) 需要提高裂纹后拉伸强度.
- 钢纤维的拉出特性显著影响SFRCC的残余强度.
- 直钢纤维在解后由于摩擦而出现迅速的拉出阻力降解.
研究的目的:
- 为了优化钢纤维形状,以减轻拉出阻力下降.
- 通过改进纤维设计,增强SFRCC的拉伸性能.
- 为了研究纤维末端形状对拉出行为的影响.
主要方法:
- 开发了钢纤维拉出阻力的计算模型.
- 提出了一种优化钢纤维形状的方法.
- 在各种末端形状的钢纤维上进行了拉出测试.
主要成果:
- 优化头钢纤维与普通钢纤维相比,表现出优越的拉力阻力.
- 钢纤维形状显著影响剩余拉出阻力下降的速度.
- 改善的退出行为导致SFRCC中增强的增强效应.
结论:
- 优化纤维几何结构对于提高SFRCC破裂后性能至关重要.
- 结的钢纤维提供了一个可行的解决方案,以提高剩余的抗拉强度.
- 该研究为设计高性能SFRCC提供了一个框架.
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