Effect of cyclic freezing–thawing on the parameters of electric response to elastic shock excitation of reinforced concrete
- Авторы: Fursa T.V.1, Dann D.D.1, Petrov M.V.1, Korzenok I.N.1
-
Учреждения:
- Institute of Nondestructive Testing
- Выпуск: Том 52, № 8 (2016)
- Страницы: 463-468
- Раздел: Electric Methods
- URL: https://journal-vniispk.ru/1061-8309/article/view/181172
- DOI: https://doi.org/10.1134/S1061830916080052
- ID: 181172
Цитировать
Аннотация
General and distinctive features have been established for the effect that cyclic freezing–thawing has on the parameters of electric response to elastic shock excitation in steel and glass-fiber reinforced concretes. Based on frequency-time and autocorrelation analyses, criteria are suggested for assessing the deterioration degree of reinforced concrete under alternating-sign temperature action.
Об авторах
T. Fursa
Institute of Nondestructive Testing
Автор, ответственный за переписку.
Email: fursa@tpu.ru
Россия, Tomsk, 634050
D. Dann
Institute of Nondestructive Testing
Email: fursa@tpu.ru
Россия, Tomsk, 634050
M. Petrov
Institute of Nondestructive Testing
Email: fursa@tpu.ru
Россия, Tomsk, 634050
I. Korzenok
Institute of Nondestructive Testing
Email: fursa@tpu.ru
Россия, Tomsk, 634050
Дополнительные файлы
