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Determination of chlorine, sulfur and carbon in reinforced concrete structures by double-pulse laser-induced breakdown spectroscopyстатья
Статья опубликована в высокорейтинговом журнале
Информация о цитировании статьи получена из
Web of Science,
Scopus
Статья опубликована в журнале из списка Web of Science и/или Scopus
Дата последнего поиска статьи во внешних источниках: 2 сентября 2014 г.
- Авторы: Labutin Timur A., Popov Andrey M., Zaytsev Sergey M., Zorov Nikita B., Belkov Mikhail V., Kiris Vasilii V., Raikov Sergey N.
- Журнал: Spectrochimica Acta - Part B: Atomic Spectroscopy
- Том: 99
- Год издания: 2014
- Издательство: Elsevier BV
- Местоположение издательства: Netherlands
- Первая страница: 94
- Последняя страница: 100
- DOI: 10.1016/j.sab.2014.06.021
- Аннотация: Accurate and reliable quantitative determination of non-metal corrosion agents in concrete is still an actual task of analytical use of LIBS. Two double-pulse LIBS systems were tested as a tool for the determination of chlorine, sulfur and carbon in concretes. Both systems had collinear configuration; laboratory setup was equipped with ICCD and two lasers (355/532 nm + 540 nm), but CCD was a detector for mobile system with one laser (1064 nm). Analytical lines of Cl I at 837.59 nm, S I at 921 nm and C I at 247.86 nm were used to plot calibration curves. Optimal interpulse delays for laboratory setup were 4 μs for chlorine and 2.8 μs for carbon, while interpulse delay of 2 μs was optimal for chlorine and sulfur determination with the mobile system. We suggested the normalization of Cl I line at 837.59 nm to Mg II line at 279.08 nm (visible at 837.23 nm in the third order) to compensate for pulse-to-pulse fluctuations of chlorine lines. It provided the decrease of the detection limit of chlorine from 400 ppm to 50 ppm. Therefore, we reported that LIBS can be used to determine main corrosive active substances under ambient conditions in concrete below critical threshold values. Moreover, application of the mobile system for in-situ qualitative assessment of corrosion way of a steel cage of swimming pool dome was also demonstrated. It was found that chloride corrosion due to the disinfection of water was the main way for corrosion of the open part steel and the steel rebar inside the concrete.
- Добавил в систему: Лабутин Тимур Александрович