02056nam a22001697a 4500999001700000100005500017245011200072260002700184300000900211520127700220650003601497856003301533942001101566952010301577952010301680952010301783  c68379d68376  aFaizan Ali Shaikha21-MCEM-02aDr.Noor Ahmed Memon  aFlexural Strength Performance Of Fiber Reinforced With Self-Compacting Concrete With Date Plam Fiber (MCEM)  aQUESTbNawabshahc2024  a81p.  aABSTRACT

This study investigates the effect of incorporating date palm fibers on the flexural strength of self-compacting concrete (SCC), a versatile material known for its innate ability to compact and flow without extensive external vibration. Total six distinct SCC mixtures were prepared with the different dosages of fibers. Date palm fibers, ranging from 0% to 0.5% by the volume of concrete, were randomly added in increments of 0.1%. The study aimed to assess the influence of varying fiber content on both workability (fresh properties) and flexural performance of fiber reinforced SCC. It was observed from the experimental investigation that the addition of date palm fibers led to a reduction in workability, indicating the fibers' ability to restrict the flow characteristics (filling ability and Passing ability) of SCC. However, despite the adverse effects on workability, the flexural performance and the deflection of the SCC improved significantly with the gradual inclusion of date palm fibers. The outcomes of study confirmed a positive correlation between the percentage of date palm fibers and the flexural strength of SCC. Particularly, the maximum enhancement in flexural strength of the range was observed when the fiber content reached 0.5%.

XV  aDepartment Of Civil Engineering  uhttps://tinyurl.com/6an4nzvm  cTHESIS  00104070aRESEARCHbRESEARCHd2024-07-26l0pMP/90-1304r2024-07-26 00:00:00w2024-07-26yTHESIS  00104070aRESEARCHbRESEARCHd2024-07-26l0pMP/90-1305r2024-07-26 00:00:00w2024-07-26yTHESIS  00104070aRESEARCHbRESEARCHd2024-07-26l0pMP/90-1306r2024-07-26 00:00:00w2024-07-26yTHESIS