Abstract :
In this study, the workability and mechanical properties of Fiber Reinforced
Self-Compacting Lightweight Concrete (FRSCLC) were investigated. Concrete samples
were produced with steel ber to which low and high carbon were added. The
uidity of
FRSCLC was conducted with two categories of
ow ability; the property and viscosity of
fresh concrete. The mechanical performance of the concrete mixes was determined with
short and long-term tests, which include compressive and
exural strength at 3, 7, 28
and 365 days. The test results showed that adding bers to self-compacting lightweight
concrete mixtures decreases workability. On the other hand, compressive strength was less
enhanced, compared to the results of
exural strength. As a result, the compressive and
exure strength of SCLWCʹs increased up to 30% and 43%, by adding ber at 28 days,
respectively.
