Sub-surface-hydrogen-measurement Method for Estimating Hydrogen-embrittlement Risk in Concrete Poles
Author:
Affiliation:
1. NTT Device Technology Laboratories, NTT Corporation
2. NTT Device Innovation Center, NTT Corporation
Publisher
NTT Science and Core Technology Laboratory Group
Reference9 articles.
1. L. Vehovar, V. Kuhar, and A. Vehovar, “Hydrogen-assisted Stress-corrosion of Prestressing Wires in a Motorway Viaduct,” Engineering Failure Analysis, Vol. 5, No. 1, pp. 21–27, 1998. https://doi.org/10.1016/S1350-6307(97)00034-4
2. J. Woodtli and R. Kieselbach, “Damage Due to Hydrogen Embrittlement and Stress Corrosion Cracking,” Engineering Failure Analysis, Vol. 7, No. 6, pp. 427–450, 2000. https://doi.org/10.1016/S1350-6307(99)00033-3
3. M. Elices, A. Valiente, L. Caballero, M. Iordachescu, J. Fullea, J. Sánchez-Montero, and V. López-Serrano, “Failure Analysis of Prestressed Anchor Bars,” Engineering Failure Analysis, Vol. 24, pp. 57–66, 2012. https://doi.org/10.1016/j.engfailanal.2012.03.007
4. T. Kamisho, R. Ishii, and M. Tsuda, “Prediction of Hydrogen Embrittlement of Reinforcing Steel Bars in Concrete Poles,” NTT Technical Review, Vol. 18, No. 11, pp. 43–47, 2020. https://doi.org/10.53829/ntr202011ra1
5. T. Tsuru, Y. Huang, M. R. Ali, and A. Nishikata, “Hydrogen Entry into Steel during Atmospheric Corrosion Process,” Corrosion Science, Vol. 47, No. 10, pp. 2431–2440, 2005. https://doi.org/10.1016/j.corsci.2004.10.006
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