Details

Title: Thermal stresses at the early stage of the hardening of steel-fiber reinforced concrete // Magazine of Civil Engineering. – 2022. – № 5 (113). — С. 11304
Creators: Pikus G. A.; Lebed A. R.; Bondar A. A.
Imprint: 2022
Collection: Общая коллекция
Subjects: Строительство; Бетонные и железобетонные работы; steel fiber concrete; hardening of steel fiber; early stages of hardening; thermal stresses; steel fibers; thermal expansion; сталефибробетоны; твердение сталефибробетонов; ранние стадии твердения; термические напряжения; стальные волокна; тепловое расширение
UDC: 693.5
LBC: 38.626
Document type: Article, report
File type: PDF
Language: English
DOI: 10.34910/MCE.113.4
Rights: Свободный доступ из сети Интернет (чтение, печать, копирование)
Record key: RU\SPSTU\edoc\70407

Allowed Actions: Read Download (334 Kb)

Group: Anonymous

Network: Internet

Annotation

The article studies the influence of steel fiber on the change in temperature stresses in concrete at an early hardening stage. When hardening concrete is exposed to heat treatment, its volume and, consequently, density change. Under certain circumstances, this can lead to its structural damage and, ultimately, to a decrease in its physical and mechanical properties at the design age. Such structural damage of concrete can appear even at the earliest hardening stage, before the formation of the elastic properties of the material. When testing concretes subjected to heating, we recorded the development of temperature deformations and assessed their plastic viscosity. To determine the temperature stresses, we proposed a method based on the Kelvin-Voigt rheological model. Studies have shown that the presence of steel fibers in concrete leads to a decrease in the deformations of concrete during heat treatment. To assess the thermal stresses arising at the early stage of hardening, we derived an analytical dependence, taking into account the viscosity of the hardening concrete. During the experiments, we obtained values for the viscosity of steel-fiber reinforced concrete depending on its fiber content. The results showed that, without changing its density, steel-fiber reinforced concrete can take significantly higher thermal stresses than unreinforced concrete at the early hardening stages. With an increase in the temperature, the change in the thermal stresses, depending on the fiber content, begins to have a more pronounced non-linear nature. We also showed that before a certain structural strength is reached, there are no thermal stresses in steel-fiber reinforced concrete due to the steel-fiber induced redistribution of temperature forces throughout the volume of concrete.

Document access rights

Network User group Action
ILC SPbPU Local Network All Read Print Download
-> Internet All Read Print Download

Table of Contents

  • 1. Introduction
  • 2. Methods
  • 3. Results and Discussion
  • 4. Conclusion

Usage statistics

stat Access count: 92
Last 30 days: 5
Detailed usage statistics