长跨度CFST桥的机械反应基于水化热的温度效应
Yuexing Wu1,2, Qiang Wen3, Meihong Dai4
1School of Civil Engineering, Hunan City University, Yiyang, 413000, China.
Scientific reports
|June 25, 2024
概括
长跨度混凝土填充钢管 (CFST) 弧形桥梁中的水化热会导致显著的温度升高和应力,在施工过程中冒着混凝土裂和大变形的风险.
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:
- 长跨度混凝土填充钢管 (CFST) 桥面临着由于严重的水化热效应而增加的安全风险.
- 了解这些热效应对于安全的建筑实践至关重要.
研究的目的:
- 为了数值模拟CFST桥在水化热下的机械反应.
- 为了分析温度分布,热应力和由水化热引起的变形.
主要方法:
- 建立了基于水化热导电理论的短暂温度场的有限元模型.
- 在水化过程中研究的热应力变化. 释放热量.
- 在整体形肋骨变形分析中使用温度等价原理.
主要成果:
- 补水热温度场是非线性和轴对称的,最高温度达到73.5°C,温度差异为33.2°C.
- 发生显著的横截面应力梯度,辐射应力高达2.08 MPa,表明裂纹风险.
- 在CFST弧形肋骨中,经历了相当大的横向 (70.6毫米) 和垂直 (117.8毫米) 位移.
结论:
- 化热对长跨度CFST桥的结构完整性构成重大风险.
- 数字模拟为热行为和潜在故障模式提供了关键的见解.
- 调查结果为大型CFST桥梁项目提供了更安全的施工策略.
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