Transition factors for nanofiber Concrete
https://doi.org/10.31659/0005-9889-2022-611-3-41-48
Abstract
This article discusses the effect of dispersed reinforcement on the coefficients of transition from strength in one type of stress state to another. The transition coefficients are calculated based on the results of tests of prism samples of different matrices with different dispersion reinforcement, and all tests are carried out on each sample from the series. It has been established that dispersed reinforcement affects the coefficients of transition from strength in one type of stress state to another. High modulus fibers have a greater effect on transition coefficients than low modulus fibers. The amount of fiber affects the change in transition coefficients.
About the Authors
E. A. SadovskayaS. N. Leonovich
Belarusian National Technical University; Qingdao University of Technology
Belarus
Belarus
Doctor of Sciences (Engineering), Foreign Academic of RAACS
e-mail: snleonovich@yandex.ru, CEF@bntu.by
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Review
For citations:
Sadovskaya E.A., Leonovich S.N. Transition factors for nanofiber Concrete. Concrete and Reinforced Concrete. 2022;611(3):41-48. (In Russ.) https://doi.org/10.31659/0005-9889-2022-611-3-41-48
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