对HPFRCC预复合体柱的机械分析
Tingting Lu1, Bin Wang1, Haowei Jin1
1Shaanxi Key Laboratory of Safety and Durability of Concrete Structures, Xijing University, Xi'an 710123, China.
Materials (Basel, Switzerland)
|April 24, 2025
概括
高性能纤维增强混凝土复合材料 (HPFRCC) 柱体与传统钢筋混凝土柱相比,具有更高的变形能力. 这项研究证实HPFRCC提高了柱子性能,并提供了轴承能力的验证模型.
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:
- 预制的单立体复合体柱在建筑中至关重要.
- 提高它们的物理,机械和实际性能是必不可少的.
研究的目的:
- 调查高性能纤维增强水泥复合材料 (HPFRCC) 预制单体复合材料柱的性能.
- 分析它们的轴向压缩故障模式,机制,承载能力和变形能力.
主要方法:
- 将HPFRCC制造为模具外,以创建复合体柱.
- 进行轴向压缩测试以评估结构行为.
- 理论机械分析,以开发承载能力模型.
主要成果:
- 与钢筋混凝土 (RC) 柱相比,HPFRCC柱的变形性能显著提高.
- HPFRCC的弹提供了额外的约束力,增加了产量和峰值压力应变.
- 杆体积比 (ρv) 的增加与柱子压力应变正相关.
结论:
- HPFRCC预制的单立体复合体柱提供了更好的机械性能和变形能力.
- 一个经过验证的理论模型准确地预测了这些柱子的轴承能力.
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