环形GFRP管封闭混凝土短柱的火灾后轴向压缩行为
Yiwei Tang1, Liu Yang1, Ni Zhang1
1Yangtze University College of Arts and Sciences, Jingzhou 434020, China.
Materials (Basel, Switzerland)
|February 13, 2026
概括
这项研究研究了玻璃纤维增强聚合物 (GFRP) 管封闭的混凝土短柱体在暴露于热量后. 高温显著降低容量,性能下降加速在200°C以上.
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:
- 玻璃纤维增强聚合物 (GFRP) 管封闭混凝土 (CFGCT) 柱提供增强的结构性能.
- 在高温暴露后了解它们的行为对于消防安全至关重要.
研究的目的:
- 为了实验性地研究CFGCT短列在高温暴露后的残余轴向压缩行为.
- 分析GFRP墙壁厚度,温度和持续时间对剩余容量的影响.
- 开发一个预测模型,用于火灾后的轴向容量减少.
主要方法:
- 27个CFGCT标本的制造和轴向压缩测试.
- 将标本暴露在100,150,200和300°C的温度下,分别为60分钟和120分钟.
- 考虑GFRP壁厚 (5,8,10毫米) 的参数研究.
主要成果:
- 在CFGCT列中,暴露于热量后表现出两阶段的负载位移反应和脆性失效.
- 高温显著降低了剩余轴承容量和初始刚度,特别是在200°C以上.
- GFRP墙壁厚度影响了故障模式,而温度持续时间 (60-120分钟) 的影响有限.
结论:
- 温度是导致CFGCT在暴露于火灾后性能下降的主要因素.
- 一个回归模型准确地预测了火灾后的轴向容量减少因子 (Kr).
- 这些发现支持CFGCT成员的耐火设计和火灾后安全评估.
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