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ARTÍCULO
TITULO

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

L. B. Kravtsyv    
E. V. Cheremysina    

Resumen

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.

Palabras claves

PÁGINAS
pp. 190 - 193
MATERIAS
INFRAESTRUCTURA

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