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在持续负荷下预测飞灰混凝土的时间依赖弹性模块
Zhuoran Chen1, Minghui Liu1, Yurong Zhang2,3
1School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China.
Materials (Basel, Switzerland)
|February 13, 2026
概括
飞灰混凝土的弹性模量随着时间的推移在持续的压力负荷下增加. 这项研究分析了这些机制,并为这种依赖时间的行为开发了一个预测模型.
科学领域:
- 材料科学 材料科学 材料科学
- 土木工程 土木工程是指土木工程.
- 混凝土技术 混凝土技术
背景情况:
- 了解混凝土的长期机械性能对于结构完整性至关重要.
- 飞灰混凝土被广泛用作传统混凝土的可持续替代品.
- 在持续负载下混凝土的时间依赖行为需要进一步调查.
研究的目的:
- 为了研究飞灰混凝土在持续压缩负荷下的时间依赖弹性模量.
- 分析负责弹性模量观察到的变化的潜在机制.
- 为飞灰混凝土的时间依赖弹性模块开发一个预测模型.
主要方法:
- 在持续负载下对两种类型的飞灰混凝土 (20%和40%的替代) 进行实验测试.
- 基于连续力学的两个代表体积元素 (RVE) 的开发.
- 使用缩核心模型对水和波佐兰反应进行相位积分的量化.
- 预测模型的建议,包括额外的水分和总度效应.
主要成果:
- 在持续负荷下,飞灰混凝土的20%和40%的弹性模量都会增加.
- 提出的预测模型有效地捕捉了时间依赖的行为.
- 参数分析揭示了初始负载年龄和负载水平对弹性模量的影响.
结论:
- 飞灰混凝土表现出随着时间的推移而增加的弹性模量,当它受到持续的压缩负荷时.
- 开发的RVE和预测模型为管理这种现象的微机制提供了宝贵的见解.
- 这些发现有助于更好地理解和预测飞灰混凝土结构的长期性能.
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