研究曲试验和对混合钢管堆的屈曲强度的修改计算
Xinxi Liu1, Shengming Men1, Weiwei Wang2
1School of Civil Engineering, Changsha University of Science and Technology, Changsha, 410114, China.
Scientific reports
|February 11, 2026
概括
普通的钢筋显著提高了预应力钢筋混凝土 (PRC) 管道堆的曲时刻能力和柔性. 这项研究揭示了性能改进,并为优化工程应用提供了修改后的计算公式.
科学领域:
- 土木工程 土木工程是指土木工程.
- 结构工程 结构工程
- 材料科学 材料科学 材料科学
背景情况:
- 预应力高强度混凝土 (PHC) 管道堆在基础设施中至关重要.
- 了解普通钢筋在曲矩能力中的作用,对于性能提升至关重要.
研究的目的:
- 为了研究普通钢筋对PHC管道堆曲矩能力的影响.
- 揭示增强机制并提供修改后的计算公式.
主要方法:
- 柔性测试是在预应力钢筋混凝土 (PRC) 管道堆上进行的,其中包括混合钢筋和PHC管道堆.
- 对曲时刻容量,变形和裂纹模式进行比较分析.
- 修改现有计算公式的最终曲时刻容量.
主要成果:
- 与PHC管道堆相比,普通钢筋增加了PRC管道堆的曲矩容量,比PHC管道堆增加了36%至51%.
- 增加杆直径增强了变形阻力和改变了曲模式.
- 中国的管道堆显示了裂宽度的降低,柔性和服务性能的提高.
结论:
- 普通的钢筋有效地提高了PHC管道堆的曲时刻能力,柔性和服务性能.
- 修改后的计算公式为管道堆设计提供了更高的准确性和可靠性.
- 这些发现支持优化中国管道堆的设计和工程应用.
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