Flexural
test evaluates the tensile strength of concrete indirectly. It tests the
ability of unreinforced concrete beam or slab to withstand failure in bending.
The
results of flexural test on concrete expressed as a modulus of rupture which
denotes as (MR) in MPa or psi.
AIM: To
determine the Flexural Strength of Concrete.
APPARATUS:
- Beam
mould
·
15 x 15x 70 cm (when size of aggregate is
less than 38 mm)
·
10 x 10 x 50 cm (when size of aggregate is
less than 19 mm)
- Tamping
bar
·
40 cm long,
·
weight 2 kg
·
tamping section size of 25 mm x 25 mm
- Flexural test
machine: The bed of the testing machine shall be
provided with two steel rollers, 38 mm in diameter, on which the specimen
is to be supported, and these rollers shall be so mounted that the
distance from centre to centre is 60 cm for 15.0 cm specimens or 40 cm for
10.0 cm specimens. The load shall be applied through two similar rollers
mounted at the third points of the supporting span that is, spaced at 20
or 13.3 cm centre to centre. The load shall be divided equally between the
two loading rollers, and all rollers shall be mounted in such a manner
that the load is applied axially and without subjecting the specimen to
any torsional stresses or restraints.
FIGURE:
PROCEDURE:
- Prepare the test
specimen by filling the concrete into the mould in 3 layers of
approximately equal thickness. Tamp each layer 35 times using the tamping
bar as specified above. Tamping should be distributed uniformly over the
entire crossection of the beam mould and throughout the depth of each
layer.
- Clean the
bearing surfaces of the supporting and loading rollers , and remove any
loose sand or other material from the surfaces of the specimen where they
are to make contact with the rollers.
- Circular rollers
manufactured out of steel having cross section with diameter 38 mm will be
used for providing support and loading points to the specimens. The length
of the rollers shall be at least 10 mm more than the width of the test
specimen. A total of four rollers shall be used, three out of which shall
be capable of rotating along their own axes. The distance between the
outer rollers (i.e. span) shall be 3d and the distance
between the inner rollers shall be d. The inner rollers shall
be equally spaced between the outer rollers, such that the entire system
is systematic.
- The specimen
stored in water shall be tested immediately on removal from water; whilst
they are still wet. The test specimen shall be placed in the machine
correctly centered with the longitudinal axis of the specimen at right
angles to the rollers. For moulded specimens, the mould filling direction
shall be normal to the direction of loading.
- The load shall
be applied at a rate of loading of 400 kg/min for the 15.0 cm specimens
and at a rate of 180 kg/min for the 10.0 cm specimens.
CALCULATION:
The
Flexural Strength or modulus of rupture (fb) is given by
fb =
pl/bd2
(when a >
20.0cm for 15.0cm specimen or > 13.0cm for 10cm specimen)
or
fb =
3pa/bd2
(when a <
20.0cm but > 17.0 for 15.0cm specimen or < 13.3 cm but > 11.0cm for
10.0cm specimen.)
Where,
a
= the distance between the line of fracture and the nearer support, measured on
the center line of the tensile side of the specimen
b
= width of specimen (cm)
d
= failure point depth (cm)
l
= supported length (cm)
p
= max. Load (kg)
PRECAUTIONS
:
- Use hand gloves
and safety shoes at the time of test.
- After test,
switch off the machine.
- Keep all the
exposed metal parts greased.
- Keep the guide
rods firmly fixed to the base & top plate.
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