2. INTRO….
• Our mini project deals with the compressive
strength of the concrete using the addition of the
palm fiber in cement weight in different
percentage..
• IS method is used
• The use of palm fiber increases the compressive
strength and flexural strength by about 16%
respectively…
• The strengthening mechanism of the fiber involves
transfer of stress from matrix to the fiber.
3. PRELIMINARY TESTS
• TEST FOR CEMENT
i) Fineness test
ii)Normal consistency
iii)Initial setting tim
iv )Final setting time
V)Specific gravity
TEST FOR FINE AGGREGATE
i)Fineness modulus
Ii)Specific gravity
TEST FOR COARSE AGGREGATE
i)Fineness modulus
Ii)Specific gravity
Iii)Water absorption
5. MATERIALS USED ……
• Cement(OPC 43)
• Aggregate
i) fine aggregate
ii) coarse aggregate(20mm)
iii) coarse aggregate(12.5mm)
• Water
• Palm fiber
6. FIBER
• FIBER is a natural or synthetic substance that
is significantly longer than it is wide. Fibers are
often used in the manufacture of other
materials.
• The strongest engineering materials often
incorporate fibers, for example CARBON FIBER
and ultra-high-molecular-weight polyethylene.
7. WHY PALM FIBRE??
• The addition of palm tree powder in concrete
mix is supposed to increase the general
strength by adding flexibility..
8. PROPERTIES OF PALM FIBER
• Average fiber length=30mm
• Average fiber width=300microns
• Tensile strength=21.2Mpa
• Average specific gravity=2.32
• Water absorption%=0.72
9. METHODOLGY
• Literature survey.
• Materials property study
• Mix design
• Mixing and casting the specimen
• Curing the specimen
• Strength tests
10. ADVANTAGES OF PALM FIBRE
• Renewable resource-healthy contribution to
the soil.
• Recyclable .
• Reduce waste ,pollution and illogical use of
fossil fuels associated with making disposable
packaging.
11. RESULT AND DISCUSSION…
• Tensile, compressive, and hardness results are
presented including samples of the
micrographs of the fractured samples.
• It should be mentioned here that the tensile
experiments have been conducted in one
orientation with respect to the fibre ends.
• In this orientation, the fibres were parallel to
the applied load. However, in the compression
and hardness tests, the samples were tested
in two fibre orientations, that is, one parallel
to the applied load and another opposite.
12. TENSILE BEHAVIOUR…
• It is well known that glass fibres are very brittle materials and always are
not recommended as reinforcement for composites under fatigue loading
conditions.
• In the current study, it can be seen that the addition of the date palm
fibre preserves the ductility of the high density polyurethane despite the
glass fibre addition in the composites.
• The addition of either glass fibre or the date palm fibre enhances the
mechanical properties of the HDPE(High Density Polyethelyene) since
there is a significant increase in the tensile strength of the HDPE from 28
MP to about 50 MPa.
• Addition of 6% natural fibres increases the tensile strength of HDPE to
38 MPa while synthetic glass fibre increases the tensile to 29 MPa only.
This is mainly due to the fact that glass fibre has poor interfacial adhesion
with the HDPE matrix.
• The combination of both synthetic and natural fibres assists in increasing
the tensile strength of the HDPE to the maximum value of 50 MPa.