一种分析在离岸结构中混凝土腐蚀过程中的质量转移动态的工程方法
Sergey Viktorovich Fedosov1, Olga Vladimirovna Aleksandrova1, Azariy Abramovich Lapidus1
1Institute of Industrial and Civil Engineering, National Research Moscow State Civil Engineering University, Yaroslavskoe Shosse, House 26, 129337 Moscow, Russia.
Materials (Basel, Switzerland)
|May 27, 2023
概括
地下混凝土结构由于侵略性环境和氧化的质量转移而退化. 一个数学模型预测了这一点,有助于开发用于海洋应用的耐用混凝土.
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
- 环境工程 环境工程
背景情况:
- 地下结构面临着复杂的环境,包括侵蚀,地下水透和土壤压力.
- 交替的土壤湿度水平显著降低了混凝土的耐用性.
- 腐蚀始于氧化从混凝土毛孔扩散到侵略性环境.
研究的目的:
- 模拟影响混凝土在地下和海洋环境中的耐用性质量转移过程.
- 开发一个用于预测混凝土退化的数学框架.
- 为了确定最佳的混凝土组成,以提高抗腐蚀性能.
主要方法:
- 开发了一个使用非静止部分微分方程的数学模型.
- 应用纽曼和结合边界条件来模拟混凝土-土壤-海洋相互作用.
- 解决了质导率边界问题,以分析离子度动态.
主要成果:
- 获得的表达式用于确定混凝土和土壤中的离子度概况.
- 量化了质量转移对混凝土相位和热力学平衡的影响.
- 证明了氧化损失和机械性能恶化之间的联系.
结论:
- 数学模型准确地预测了在侵略性环境中混凝土的退化情况.
- 了解质量转移对于提高混凝土耐用性至关重要.
- 优化的混凝土配方可以显著延长海洋结构的使用寿命.
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