Indirect Method for Determining the Crack Resistance of Concrete

Authors

  • Mukhamedzyanov A. R. Assistant, Fergana Polytechnic Institute, Fergana, Uzbekistan

Keywords:

dry hot climate, temperature stresses, crack resistance coefficient, stabilizing effect of polymer additives, increase in crack resistance

Abstract

The article presents the determination of the coefficient of crack resistance of concrete by an indirect method, taking into account the cyclic temperature effects characteristic of dry hot climate conditions. An increase in the coefficient of crack resistance of concrete is shown with a reduction in the consumption of cement and the stabilizing effect of the polymer agent POLY-ANS due to the relaxation of thermal stresses.

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Published

2022-06-29

How to Cite

R. , M. A. . (2022). Indirect Method for Determining the Crack Resistance of Concrete . Miasto Przyszłości, 24, 506–510. Retrieved from https://miastoprzyszlosci.com.pl/index.php/mp/article/view/236

Issue

Vol. 24 (2022): Miasto Przyszłości

Section

Articles