元素大小对杆混凝土接口微结构的影响使用X射线计算机断层扫描
Milena Kucharska1, Piotr Dybeł1
1Faculty of Civil Engineering and Resource Management, AGH University of Krakow, Al. A. Mickiewicza 30, 30-059 Krakow, Poland.
Materials (Basel, Switzerland)
|August 10, 2024
概括
自压缩混凝土 (SCC) 钢混凝土接口的微结构受元素大小和钢筋深度的影响. 接口的恶化与接近顶部表面有关,而不是元素类型.
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.
- 建筑材料 建筑材料
背景情况:
- 钢混凝土接口对于钢筋混凝土结构至关重要.
- 自压缩混凝土 (SCC) 在放置方面具有优势,但需要了解其新鲜状态的行为.
- 钢筋混凝土接口上的微观结构会影响结合强度和耐久性.
研究的目的:
- 为了研究元素大小对SCC中钢混凝土接口微结构的影响.
- 分析杆位置和造方法对接口属性的影响.
- 评估当前设计标准对基于钢筋深度的结合条件的相关性.
主要方法:
- 使用深梁和墙体元素与SCC.造的实验.
- 用X射线计算机断层扫描 (CT) 来对铁杆混凝土接口进行3D微结构分析.
- 分析核心样本以评估接口特征.
主要成果:
- 接口微观结构受到造点和垂直位置的距离的影响.
- 在顶部铁杆下发生了出血,气孔被困和塑料沉积.
- 接口恶化与元素的顶部表面距离相关,不论元素类型如何.
结论:
- 该研究阐明了影响SCC债券属性的新状态现象.
- 目前的标准根据铁杆深度区分结合可能过于严格.
- 调查结果为钢筋混凝土建筑和设计实践提供了指导.
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