钢纤维增强混凝土柱的轴向柔性性能:轴向负载比率和钢纤维体积分数的影响
Sang-Woo Kim1, In-Ho Park2, Seungwook Seok2
1Department of Civil Engineering, Gyeongsang National University, Jinju 52828, Republic of Korea.
Materials (Basel, Switzerland)
|March 14, 2026
概括
钢纤维增强混凝土 (SFRC) 柱子在轴向和侧向负载下显示出更好的柔性和能量吸收. 在0.10的轴承负载比率下观察到最佳性能,使用钢纤维增强.
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:
- 研究结构元素的轴向-弹性行为对于确保安全性和性能至关重要.
- 与传统混凝土相比,钢纤维增强混凝土 (SFRC) 在机械性能方面提供了潜在的改进.
研究的目的:
- 为了评估钢纤维含量和轴负载比对混凝土柱的单调行为的影响.
- 分析SFRC柱中的屈曲强度增强和柔性变化.
主要方法:
- 实验测试了9个柱体样本,其轴负载比和钢纤维含量各不相同.
- 截面P-M相互作用分析,以确定屈曲强度外.
- 评估故障模式,负载偏移行为,柔性和能量吸收能力.
主要成果:
- 钢纤维扩大了屈曲强度的范围,特别是在较低的轴承负荷下.
- 增加的轴负载比增加了峰值负载,但降低了柔性,导致脆性故障.
- 钢纤维的结合改善了裂的分布,延迟了传播,提高了柔性和能量吸收.
结论:
- 钢纤维的加入提高了在单调负荷下柱子的变形能力和能量吸收.
- 通过0.10轴负载比和钢纤维增强,可以实现强度和可塑性的最佳平衡.
- 与普通混凝土柱相比,SFRC表现出较好的高峰后反应和整体性能.
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