Y
Yuri Ribakov
Researcher at Ariel University
Publications - 97
Citations - 1500
Yuri Ribakov is an academic researcher from Ariel University. The author has contributed to research in topics: Ultimate tensile strength & Damper. The author has an hindex of 16, co-authored 87 publications receiving 1235 citations.
Papers
More filters
Journal ArticleDOI
Effect of steel fibres on mechanical properties of high-strength concrete
TL;DR: In this paper, the influence of steel fiber types and amounts on flexural tensile strength, fracture behaviour and workability of steel bar reinforced high-strength concrete beams was investigated.
Journal ArticleDOI
Recent trends in steel fibered high-strength concrete
Abid A. Shah,Yuri Ribakov +1 more
TL;DR: In this paper, the experimental results obtained in the field of steel fibered high-strength concrete (SFHSC) and non-destructive testing are presented. And the experimental data and provisions of existing codes and standards for developing modern design techniques for SFHSC structures are emphasized.
Journal ArticleDOI
Non-linear ultrasonic evaluation of damaged concrete based on higher order harmonic generation
Abid A. Shah,Yuri Ribakov +1 more
TL;DR: In this article, an experimental investigation of 18 cubic concrete specimens, caste with three different water-cement ratios, using non-linear ultrasonic technique is presented, where the specimens were ultrasonically evaluated both in damaged and undamaged conditions.
Journal ArticleDOI
Nondestructive evaluation of damaged concrete using nonlinear ultrasonics
TL;DR: In this paper, the second and third order harmonic ratios were calculated using the FFT frequency spectra, and the nonlinear parameters based on the generated harmonics were determined accordingly.
Journal ArticleDOI
Efficiency and sensitivity of linear and non-linear ultrasonics to identifying micro and macro-scale defects in concrete
A.A. Shah,Yuri Ribakov,Ch. Zhang +2 more
TL;DR: In this article, the authors describe a useful contribution to the ultrasonic non-destructive evaluation of both micro and macro-scale defects or damages induced in concrete under initial and peak level load applications, respectively.