关于碳化改性混凝土高温静态和动态构成模型的研究
Jinhua Wang1, Qingwei Chen2, He Huang3
1School of Energy and Constructional Engineering, Shandong Huayu University of Technology, Dezhou, 253034, Shandong, China.
Scientific reports
|March 3, 2026
概括
本研究介绍了一种混凝土损坏因子和一种概率模型,用于在热和高拉伸率下使用碳化改性混凝土. 该研究详细介绍了损伤机制,并开发了考虑单个因素和合因素的构成模型.
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.
- 机械工程 机械工程
背景情况:
- 在极端条件下,混凝土易受损坏.
- 碳化的修改增强了混凝土的性能.
- 了解高温和应变率下的损伤机制至关重要.
研究的目的:
- 引入一个具体的损害因子.
- 在高温下为碳化改性混凝土开发一个概率损伤构成模型.
- 检查碳化在结合高温和高应变率损伤下的修饰机制.
主要方法:
- 对混凝土进行实验性研究,经过碳化改性,高温暴露和高拉伸率负荷.
- 使用韦布尔分布制定一个概率损害构成模型.
- 确定七个统计参数来描述影响因素.
主要成果:
- 引入了一种新的混凝土损坏因子.
- 开发了概率构成模型 (I,II,III类型),以考虑碳化含量,温度和拉伸率的单个和合效应.
- 该研究确定了修改后的构成关系,包括高温和动态模型.
结论:
- 开发的模型准确地捕捉了碳化改性混凝土在组合应激因素下的行为.
- 这项研究为预测极端环境中的具体性能提供了一个框架.
- 这项工作有助于设计和安全的结构暴露在高温和动态负载.
相关概念视频
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