Calculating the Crack Resistance of Fiber-Reinforced Concrete Lining of Free-Flow Water Tunnels Using Linear Fracture Mechanics


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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.

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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

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