Understanding signal changes when monitoring creep damage in high temperature plant using DCPD

IF 0.4 Q4 MATERIALS SCIENCE, CHARACTERIZATION & TESTING Strength Fracture and Complexity Pub Date : 2022-05-06 DOI:10.3233/sfc-228004
A. Wojcik, A. Santos, M. Waitt, A. Shibli
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引用次数: 1

Abstract

The electrical potential drop (EPD) technique has previously shown promising results using a combination of AC and DC EPD (or DCPD) on large pressure vessel creep tests, detecting final cracking as well as incipient creep cavitation damage in welded P91 steel, with DCPD showing subtle but steady rises of around 5% over ca 10,000 h of testing before rising exponentially at failure. The work presented here has attempted to shed light upon this using a simple numerical model. The model uses an array of spherical cavities to constrain the current path and hence raise the DCPD, however it was only able to show a modest rise in DCPD, and not match experimentally determined rises. Modelled DCPD values were a fifth of those experimentally observed, but both the nature of the model (simplified to aid timely computation) and the assumption that only cavitation is responsible for the changes seen, could be the reason for the discrepancies reported here. The possibility remains that other mechanisms are at play, which could magnify the measured DCPD – particularly those mechanisms that could be associated with embryonic or micro-crack formation, and these are discussed herein.
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了解利用DCPD监测高温装置蠕变损伤时的信号变化
电势降(EPD)技术之前在大型压力容器蠕变试验中使用交流和直流EPD(或DCPD)组合显示出有希望的结果,可以检测焊接P91钢的最终开裂和早期蠕变空化损伤,DCPD在大约10,000小时的测试中显示出微妙但稳定的5%左右的上升,然后在失效时呈指数级上升。这里提出的工作试图用一个简单的数值模型来阐明这一点。该模型使用一组球形空腔来限制电流路径,从而提高DCPD,但是它只能显示DCPD的适度上升,与实验确定的上升不符。模拟的DCPD值是实验观察值的五分之一,但模型的性质(简化以帮助及时计算)和假设只有空化导致了所看到的变化,可能是这里报告的差异的原因。可能还有其他机制在起作用,这可能会放大测量的DCPD -特别是那些可能与胚胎或微裂纹形成有关的机制,这些机制在这里进行了讨论。
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来源期刊
Strength Fracture and Complexity
Strength Fracture and Complexity MATERIALS SCIENCE, CHARACTERIZATION & TESTING-
CiteScore
1.30
自引率
0.00%
发文量
15
期刊介绍: Strength, Fracture and Complexity: An International Journal is devoted to solve the strength and fracture unifiedly in non linear and systematised manner as complexity system. An attempt is welcome to challenge to get the clue to a new paradigm or to studies by fusing nano, meso microstructural, continuum and large scaling approach. The concept, theoretical and/or experimental, respectively are/is welcome. On the other hand the presentation of the knowledge-based data for the aims is welcome, being useful for the knowledge-based accumulation. Also, deformation and fracture in geophysics and geotechnology may be another one of interesting subjects, for instance, in relation to earthquake science and engineering.
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