DEFORMATION AND STRENGTH PROPERTIES OF REINFORCED CONCRETE BEAMS UNDER THE PRESSURE AND TEMPERATURE EFFECTS

Authors

  • L. B. Kravtsyv Ukrainian state Academy of railway transport, Ukraine
  • E. V. Cheremysina Ukrainian state Academy of railway transport, Ukraine

DOI:

https://doi.org/10.15802/stp2007/18459

Keywords:

strain, strength, temperature effects

Abstract

The procedure of a limit fire-strength of the loaded steel-concrete beams. Concrete is submitted by the treephase environment: a firm bearing material (skeleton); set of liquid inclusions in interstices; gas in interstices. The temperature fields in section of a beams pays off in view of internal border of steam formation; the condition of a beams with the account double intense condition of concrete is investigated tensely–deformed.

Author Biographies

L. B. Kravtsyv, Ukrainian state Academy of railway transport

L. B. Kravtsyv

E. V. Cheremysina, Ukrainian state Academy of railway transport

E. V. Cheremysina

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Published

2007-04-25

How to Cite

Kravtsyv, L. B., & Cheremysina, E. V. (2007). DEFORMATION AND STRENGTH PROPERTIES OF REINFORCED CONCRETE BEAMS UNDER THE PRESSURE AND TEMPERATURE EFFECTS. Science and Transport Progress, (15), 190–193. https://doi.org/10.15802/stp2007/18459

Issue

No. 15 (2007): ISSUE 15

Section

TRANSPORT CONSTRUCTION

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