Yücel Hasan Erhan, Dutkiewicz Maciej, Yıldızhan Fatih
Civil Engineering Department, Engineering Faculty, Niğde Ömer Halisdemir University, Niğde 51240, Turkey.
Faculty of Civil and Environmental Engineering and Architecture, Bydgoszcz University of Science and Technology, 85-796 Bydgoszcz, Poland.
Materials (Basel). 2022 Dec 8;15(24):8752. doi: 10.3390/ma15248752.
Concrete structures cannot efficiently perform their functions over time due to chemical and physical external effects. Thus, enhancing the relationship between repair and aged structures, and also improving the durability properties of concrete is crucial in terms of sustainability. However, high costs, negative environmental effects, and incompatibility problems occur in repair/retrofit applications. Furthermore, three-quarters of the failures in the repaired/retrofitted structures are caused by a lack of repair durability. The need for repair in pavement/bridge decks is also frequently encountered, and early-age performance problems with repair materials cause pavement/bridge decks to be unavailable for certain periods of time. Engineered Cementitious Composite (ECC) can be effectively used as repair/retrofit and pavement/bridge deck material. It also has a minimal need for repair/retrofit thanks to its high durability properties. This article presents state-of-the-art research regarding the application of ECC as a repair/retrofit and pavement/bridge deck material. Studies in the literature show that the repair/retrofit properties of ECC outperform conventional concrete and steel fiber-reinforced concrete. ECC can be a solution to high early strength and drying shrinkage problems frequently encountered in the use of repair materials. It could also be used for different repair applications such as cast, sprayed, and trenchless rehabilitation. Moreover, ECC might fulfill specific requirements for pavement, pavement overlay, tunnel pavement, airfield pavement, and bridge deck. These superior performances are attributed to ECC's kink-crack trapping mechanism, uniquely large inelastic strain capacity, strain hardening, high tensile strain capacity, and multiple microcracking and ductile behaviors, especially bonding behavior and self-healing.
由于化学和物理外部作用,混凝土结构无法长期高效地发挥其功能。因此,加强修复与老化结构之间的关系,并提高混凝土的耐久性,对于可持续性而言至关重要。然而,修复/改造应用中会出现成本高、环境负面影响以及不相容问题。此外,修复/改造结构中四分之三的故障是由修复耐久性不足导致的。路面/桥面板的修复需求也经常出现,修复材料的早期性能问题会导致路面/桥面板在一段时间内无法使用。工程水泥基复合材料(ECC)可有效地用作修复/改造以及路面/桥面板材料。由于其高耐久性,它对修复/改造的需求也最小。本文介绍了关于ECC作为修复/改造以及路面/桥面板材料应用的最新研究。文献研究表明,ECC的修复/改造性能优于传统混凝土和钢纤维增强混凝土。ECC可以解决修复材料使用中经常遇到的早期强度高和干燥收缩问题。它还可用于不同的修复应用,如浇筑、喷涂和非开挖修复。此外,ECC可能满足路面、路面加铺层、隧道路面、机场路面和桥面板的特定要求。这些优异性能归因于ECC的扭结裂缝捕获机制、独特的大非弹性应变能力、应变硬化、高拉伸应变能力以及多重微裂缝和延性性能,尤其是粘结性能和自愈合性能。