对预制单立式ECC复合梁的剪切行为进行调查
Tingting Lu1, Yuxiang Wen1, Bin Wang1
1Shaanxi Key Laboratory of Safety and Durability of Concrete Structures, Xijing University, Xi'an 710123, China.
Materials (Basel, Switzerland)
|July 12, 2025
概括
工程混凝土复合材料 (ECC) 梁提供优越的机械性能比钢筋混凝土 (RC) 梁,显示增强的负载能力和柔性. ECC光束呈现出更细微的裂和延迟失效,使它们成为地震应用的理想选择.
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
背景情况:
- 复合体梁中的常规混凝土可能会出现脆性故障和显著的裂.
- 工程水泥复合材料 (ECC) 提供增强的柔性和裂纹控制性能.
研究的目的:
- 评估预制单体复合体梁的机械性能,使用ECC外作为传统混凝土的替代品.
- 为了比较ECC复合梁与传统钢筋混凝土 (RC) 复合梁的性能.
主要方法:
- 实验调查涉及六个复合梁 (五个ECC,一个RC) 的设计和制造.
- 在测试中对故障模式,承载能力,可变形性和刚性降解的定量分析.
- 对剪跨度比率和杆比率效应进行参数研究.
主要成果:
- 与RC梁相比,ECC复合梁显示出更细,更分布的裂,并且没有显著的分裂.
- 与RC光束相比,ECC光束的峰值负荷高出8.2%,峰值负荷的位移大于29.3%.
- 增加的杆比率显著提高了承载能力和降低了刚性降解,减轻了脆性故障.
结论:
- 预制的单体ECC复合体梁提供了增强的机械性能,包括更高的负载能力和更好的柔性.
- ECC的纤维桥接效应延迟了裂的传播,导致更加逐渐的刚性降解.
- 对于需要高抗震性能的结构,ECC复合梁是一个有前途的替代方案.
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