Flexural Strength Test Arrangement

FLEXURAL STRENGTH TEST OF CONCRETE (IS:516-1959)

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Objective

To determine the Flexural Strength of Concrete, which comes into play when a road slab with inadequate sub-grade support is subjected to wheel loads and / or there are volume changes due to temperature / shrinking. 

Reference Standards

IS: 516-1959 – Methods of tests for strength of concrete

Equipment & Apparatus

  • Beam mould of size 15 x 15x 70 cm (when size of aggregate is less than 38 mm) or of size 10 x 10 x 50 cm (when size of aggregate is less than 19 mm)
  • Tamping bar (40 cm long, weighing 2 kg and tamping section having 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.
Flexural Strength Test Arrangement
Flexural Strength Test Arrangement

Procedure

  1. 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.
  2. 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.
  3. 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.
  4. 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.
  1. 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)

Reports

The Flexural strength of the concrete is reported to two significant figures. 

Safety & Precautions:

  • Use hand gloves while, 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.
  • Equipment should be cleaned thoroughly before testing & after testing.

 

29 thoughts on “FLEXURAL STRENGTH TEST OF CONCRETE (IS:516-1959)”

    • According to Indian standard , frequency of test specimen for flexural strength is 3 cube & 3 Beam for 7 days & also 3 cube & 3 beam for 28 days for every 150 cubic meter quantity.

      Reply

  6. Load is 26 KN, converted to newton 26X1000=26000 newton
    Applied in formula P X L/ B X ( d)^2
    26000 x 600/150x150x150 = 4.62 N/mm^2
    Or 26 multiplied by 0.178

    Reply

  8. sir,
    On what basis should we choose the dimension of the specimen?
    Plz give a example details calculation sheet of Flexural beam test.
    Thanking you

    Reply

  10. Sir,
    Plz give a example details calculation sheet of Fiexural beam test.
    Thanking you
    Nilakantha Panda

    Reply

    • IS recommends that the curing duration should not be less than 10 days for concrete exposed to dry and hot weather conditions and 14 days for concrete with mineral admixtures or blended cement in hot and dry weather. This is also for the Slab since the beams and slabs are been caste together(monolithic). Vertical Shutters will be removed in 24 hours generally for purpose of curing…

      Reply

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