CONCRETE TEMPERATURE DEFORMATION

Authors

  • Sergey Borisovich KOVAL South Ural State University
  • Maxim Villeninnovich MOLODTSOV South Ural State University

Abstract

The behaviour and dependence of concrete temperature deformation in the process of
its long-term ageing at freeze-thaw temperature are studied in the article.

Author Biographies

Sergey Borisovich KOVAL, South Ural State University

Cand. Sc. (Engineering),
Associate professor, Technology of Building
Production Department, South Ural State University.
Research interests: intensive technology of cold
weather concreting, planning of early loading of concrete
construction and application of non-traditional
concrete (slag-lime concrete). Tel./fax: 8 (351) 2679183,
2679415

Maxim Villeninnovich MOLODTSOV, South Ural State University

is Cand. Sc.
(Engineering), Associate professor of the Technology
of Building Production Department, South Ural State
University. Research interests: intensive technology
of cold weather concreting, planning of early loading
of concrete construction and application of nontraditional
concrete (steel fiber concrete). Tel./Fax:
8 (351) 2679183

References

Головнев, С.Г. Технология зимнего бетони-

рования. Оптимизация параметров и выбор мето-

дов / С.Г. Головнев. – Челябинск: Изд-во ЮУрГУ,

– 156 с.

Issue

Section

Construction materials, products and structures