UDC:
666.97.620.1
DOI:
10.23968/1999-5571-2017-14-5-38-46
Pages:
38-46
Annotation:
The article presents the results of study of the influence of high temperatures caused by the fire over the changes in bending strength of steel fiber reinforced concrete with high strength cement-sand matrix under various percent of reinforcement by fiber of various geometry and strength characteristics. It is demonstrated that within the temperature range from 20 to 1100 °C the tensile bending strength value depends on the all characteristics of fiber.
Keywords:
- прочность на растяжение при изгибе
- цементно-песчаная матрица
- сталефибробетон
- воздействие высоких температур
- процент армирования по объему
- вид фибры
- диаметр фибры
- tensile bending strength
- cement-sand matrix
- steel fiber reinforced concrete
- effects of high temperatures
- percent of reinforcement by the fiber volume
- type and diameter