高含水量凝胶抑制疲劳裂纹扩展片的试制及性能评价

Ichihiko TAKAHASHI
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摘要

提出了一种利用腐蚀产物楔效应抑制疲劳裂纹扩展的简单方法,并进行了试验。通过试验制备了含高含水率凝胶的裂纹扩展抑制片,并将其应用于钢的缺口板试样上,通过疲劳试验对其裂纹扩展抑制效果进行了评价。在疲劳试验中,对裂纹扩展抑制片进行适时更新,使其性能最大化。为了寻找最适合腐蚀产物在裂纹表面产生楔形效应抑制裂纹扩展的局部湿润(或潮湿)腐蚀环境,对比考察了凝胶中吸收的水组分和阴极层作为腐蚀反应促进因素的作用。结果表明,与裸母材试样相比,所提出的所有裂纹扩展抑制板都是有效的,其失效寿命延长了2.1 ~ 9.6倍。特别是含3%盐水和合成海水的凝胶片的效果显著(延长失效寿命4.1~9.6倍),阴极层(铜箔带)在凝胶片中产生了一定的额外积极作用。从断裂力学分析和有限元分析中发现,凝胶片的裂纹抑制效果随水凝胶含量和阴极层的存在而有很大差异。对不同类型的裂纹扩展抑制板进行了裂纹扩展周围的现场观察和断口表面的宏观和微观观察,并进行了对比研究。
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Trial Manufacture and Performance Evaluation of Fatigue Crack Growth Restraining Sheets Using a High Water Content Gel
A simple technique of restraining fatigue crack growth utilizing wedge effects of corrosion products was newly proposed and experimentally tested. Crack growth restraining sheets with a high water content gel were manufactured by way of trial and applied to notched plate specimens of steel, and the efficacy of the sheets to restrain crack growth was evaluated by fatigue tests. In the fatigue tests, the crack growth restraining sheet was renewed at proper timing to maximize its performance. In order to find a local humid (or wet) corrosive environment, which is most suitable for the crack growth restraint by wedge effects of corrosion products on the crack surfaces, water components absorbed in the gel and effects of a cathode layer as promoting factors of the corrosive reaction were comparatively examined. As a result, it was found that all the proposed crack growth restraining sheets were effective and extend the failure life in the range of 2.1 ~ 9.6 times as compared with the bare base metal specimen. Especially, the efficacy of the gel sheets with 3% salt water and synthetic sea water was remarkable (4.1~9.6 times extension in failure life), and the cathode layer (copper-leaf tape) produced certain additional positive effects in those gel sheets. From fracture mechanical analyses with FE analyses, it was found that the crack restraining effect of the gel sheet greatly varies depending on the water gel content and the existence of cathode layer. In situ observations around the growing cracks and macro- and microscopic observations of the fracture surfaces were also performed for a comparative study between the different types of crack growth restraining sheets.
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