Email this article Calculating the Crack Resistance of Fiber-Reinforced Concrete Lining of Free-Flow Water Tunnels Using Linear Fracture Mechanics
- Authors: Zertsalov M.G.1, Khoteev E.A.2
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Affiliations:
- NRU MGSU
- LLC “Sigma Tau”
- Issue: Vol 53, No 4 (2019)
- Pages: 440-444
- Section: Article
- URL: https://journals.rcsi.science/1570-145X/article/view/246544
- DOI: https://doi.org/10.1007/s10749-019-01096-8
- ID: 246544
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Abstract
The results of studying the crack resistance of fiber-reinforced concrete lining of circular free-flow water tunnels are presented. A method for calculating the crack resistance of such a lining using the finite-element method, factor analysis, and linear fracture mechanics is developed.
About the authors
M. G. Zertsalov
NRU MGSU
Author for correspondence.
Email: zertsalov@mgsu.ru
Russian Federation, Moscow
E. A. Khoteev
LLC “Sigma Tau”
Email: zertsalov@mgsu.ru
Russian Federation, Moscow
