Research on the corrosion behavior of underground cables influenced by different ions

IF 4 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Journal of Constructional Steel Research Pub Date : 2025-03-01 Epub Date: 2024-11-30 DOI:10.1016/j.jcsr.2024.109194
Hongtao Liu , Guangdong Zhou , Yue Ji , Xiaopeng Rong
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Abstract

Anchor cable support is crucial for controlling surrounding rock in underground coal mines and space engineering. Corrosion from mine water in high-stress environments degrades the mechanical properties of anchor cables, leading to frequent failures and significant risks to surrounding rock stability. Therefore, studying the impact of corrosion on anchor cable performance is essential. This study designed an efficient, convenient accelerated corrosion test device for anchor cables. Corrosion experiments investigated the corrosion behavior and mechanical performance degradation of anchor cables influenced by major ions in weak alkaline mine water. The results showed that the main corrosion products of anchor cables were α-FeO(OH) and Fe3O4. Ca2+ and Mg2+ showed lower sensitivity to corrosion and were more likely to produce Fe3O4, with corrosion mainly consisting of spots and pits. The tensile fracture showed ductile characteristics with significant plastic deformation, a 45.72 % reduction in cross-sectional area, and relatively minor mechanical performance degradation after corrosion. In contrast, anions like Cl showed higher corrosion sensitivity, producing α-FeO(OH) with large corrosion pits. The tensile fracture was closer to brittle, with less plastic deformation and a cross-sectional area reduction of 16.52 % to 22.03 %, resulting in greater mechanical performance degradation.
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不同离子对地下电缆腐蚀行为的影响研究
锚索支护是煤矿井下和空间工程中控制围岩的重要手段。在高应力环境下,矿井水的腐蚀会降低锚索的力学性能,导致锚索频繁失效,给围岩稳定性带来重大风险。因此,研究腐蚀对锚索性能的影响是十分必要的。本研究设计了一种高效、便捷的锚索加速腐蚀试验装置。腐蚀试验研究了弱碱性矿水中主离子对锚索腐蚀行为和力学性能退化的影响。结果表明:锚索腐蚀产物主要为α-FeO(OH)和Fe3O4;Ca2+和Mg2+对腐蚀的敏感性较低,更容易产生Fe3O4,腐蚀以斑点和凹坑为主。拉伸断口表现出塑性变形显著的延性特征,断面面积减小45.72%,腐蚀后力学性能下降较小。而Cl−等阴离子则表现出较高的腐蚀敏感性,产生的α-FeO(OH)具有较大的腐蚀坑。拉伸断口更接近脆性,塑性变形较少,截面积减小16.52% ~ 22.03%,力学性能下降较大。
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来源期刊
Journal of Constructional Steel Research
Journal of Constructional Steel Research 工程技术-工程:土木
CiteScore
7.90
自引率
19.50%
发文量
550
审稿时长
46 days
期刊介绍: The Journal of Constructional Steel Research provides an international forum for the presentation and discussion of the latest developments in structural steel research and their applications. It is aimed not only at researchers but also at those likely to be most affected by research results, i.e. designers and fabricators. Original papers of a high standard dealing with all aspects of steel research including theoretical and experimental research on elements, assemblages, connection and material properties are considered for publication.
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