研究水泥介质中钢铁腐蚀的x射线计算机断层扫描:实验指导、挑战和机遇

CEMENT Pub Date : 2026-03-01 Epub Date: 2026-01-01 DOI:10.1016/j.cement.2025.100166
S. Governo , E. Rossi , S. Azad , A. Kaestner , U. Angst
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引用次数: 0

摘要

x射线计算机断层扫描(XCT)为研究钢筋混凝土中的钢腐蚀提供了独特的机会,这是影响基础设施耐久性和安全性的主要降解机制。它的非破坏性,结合高分辨率三维成像和延时功能,可以在不改变试样的情况下详细了解腐蚀过程。然而,由于反复出现的方法问题,例如选择合适的管电压和电流,定义预滤波组合,减轻成像伪影,以及平衡图像分辨率和足够的x射线透射,将XCT应用于钢筋混凝土仍然具有挑战性。当成像系统的x射线衰减成分差异很大时,如钢铁、混凝土、空气和水,这些挑战尤为明显。本文提出了一个系统的指导方针,设计适合钢筋混凝土腐蚀研究的XCT采集,将理论考虑与实际例子相结合。该指南由专用图表和设计标准支持,指导研究人员选择采集参数,标本配置和成像策略,以获得高质量和可重复的结果。该方法建立在对以往研究的批判性回顾之上,强调了过去的局限性,并确定了XCT应用于研究钢-混凝土体系腐蚀的未来研究机会。通过为实验设计提供一个连贯的框架,本文允许研究人员充分利用XCT的潜力来研究原位钢腐蚀,并推进对钢筋混凝土降解的理解,从而解决工程中的一个重要挑战。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
X-ray computed tomography to investigate steel corrosion in cementitious media: Experimental guidance, challenges and opportunities
X-ray computed tomography (XCT) provides unique opportunities to investigate steel corrosion in reinforced concrete, the primary degradation mechanism compromising infrastructure durability and safety. Its non-destructive nature, combined with high-resolution three-dimensional imaging and time-lapse capabilities, allows for detailed insights into corrosion processes without altering the specimen. However, applying XCT to reinforced concrete remains challenging due to recurring methodological issues, such as selecting appropriate tube voltage and current, defining pre-filtering combinations, mitigating imaging artefacts, and balancing image resolution with sufficient X-ray transmission. These challenges are particularly pronounced when imaging systems with components of widely differing X-ray attenuation, such as steel, concrete, air, and water.
This paper proposes a systematic guideline for designing XCT acquisitions tailored to the study of corrosion in reinforced concrete specimens, integrating theoretical considerations with practical examples. The guideline is supported by dedicated charts and design criteria, which guide researchers in selecting acquisition parameters, specimen configurations, and imaging strategies to achieve high-quality and reproducible results. This approach is built upon a critical review of previous studies, highlighting past limitations and identifying future research opportunities for the application of XCT to study corrosion in steel-concrete systems.
By providing a coherent framework for experimental design, this paper allows researchers to fully exploit the potential of XCT for studying in-situ steel corrosion and to advance understanding of reinforced concrete degradation, thereby addressing an important challenge in engineering.
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