Email this article Reinforced Concrete Fracture Diagnostics under Conditions of Bending by Parameters of the Electric Response to an Impact Action
- Authors: Fursa T.V.1, Dann D.D.1, Petrov M.V.1, Sokolovskii A.N.2
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Affiliations:
- Tomsk Polytechnic University
- University of Washington, Department of Materials Science and Engineering
- Issue: Vol 64, No 1 (2019)
- Pages: 78-85
- Section: Solid State
- URL: https://journal-vniispk.ru/1063-7842/article/view/202693
- DOI: https://doi.org/10.1134/S1063784219010110
- ID: 202693
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Abstract
Regularities of changes in the stress-strain state of reinforced concrete in the process of testing for four-point bending have been studied. The change in characteristics of the electric response to an impact action in the process of a sequential increase in the external load has been analyzed. Regularities in the relation between parameters of the electric response to the impact action and stages of the stress-strain state of reinforced beams in the process of bending have been revealed. Criteria of determining stages of reinforced beam destruction by parameters of the electric response are proposed.
About the authors
T. V. Fursa
Tomsk Polytechnic University
Author for correspondence.
Email: fursa@tpu.ru
Russian Federation, Tomsk, 634050
D. D. Dann
Tomsk Polytechnic University
Email: fursa@tpu.ru
Russian Federation, Tomsk, 634050
M. V. Petrov
Tomsk Polytechnic University
Email: fursa@tpu.ru
Russian Federation, Tomsk, 634050
A. N. Sokolovskii
University of Washington, Department of Materials Science and Engineering
Email: fursa@tpu.ru
United States, Seattle, 98195
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