Flexural Strength Test of Concrete – Procedure & Calculation - LCETED - LCETED Institute for Civil Engineers

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Mar 20, 2025

Flexural Strength Test of Concrete – Procedure & Calculation

Objective

To determine the Flexural Strength of Concrete, which is crucial when road slabs experience inadequate sub-grade support, wheel loads, or volume changes due to temperature and shrinkage.

Reference Standard

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

Equipment & Apparatus

Equipment

Specifications

Beam Mould

- 15 x 15 x 70 cm (for aggregates < 38 mm)
- 10 x 10 x 50 cm (for aggregates < 19 mm)

Tamping Bar

- 40 cm long, weighing 2 kg
- Tamping section: 25 mm x 25 mm

Flexural Test Machine

- Two steel rollers (38 mm diameter) as supports
- Rollers spaced at 60 cm (for 15 cm specimens) or 40 cm (for 10 cm specimens)
- Load applied through two additional rollers at third points (20 cm or 13.3 cm apart)

Flexural Strength Test of Concrete

Test Procedure

  1. Specimen Preparation
    • Fill the concrete into the mould in three layers of equal thickness.
    • Tamp each layer 35 times using the tamping bar.
    • Distribute tamping uniformly across the beam mould's cross-section.
  2. Test Setup
    • Clean the bearing surfaces of the supporting and loading rollers.
    • Remove loose sand or debris from the specimen surface.
    • Use steel rollers (38 mm diameter) for support and loading points.
    • Place the specimen in the testing machine, aligning the longitudinal axis perpendicular to the rollers.
    • Ensure correct roller spacing:
      • Outer rollers: Distance = 3d
      • Inner rollers: Distance = d (equally spaced)
  3. Testing Process
    • Test specimens immediately after removal from water while still wet.
    • Apply load at a rate of:
      • 400 kg/min (for 15 cm specimens)
      • 180 kg/min (for 10 cm specimens)

Calculation of Flexural Strength

The modulus of rupture (fb) is calculated using:

Case 1: When a > 20.0 cm (for 15 cm specimen) or a > 13.0 cm (for 10 cm specimen)

Fb = pl/bd2

Case 2: When a < 20.0 cm but > 17.0 cm (for 15 cm specimen) or a < 13.3 cm but > 11.0 cm (for 10 cm specimen)

Fb = 3pa/bd2

Where:

  • a = Distance between the fracture line and the nearest support (cm)
  • b = Specimen width (cm)
  • d = Depth at failure point (cm)
  • l = Supported length (cm)
  • p = Maximum applied load (kg)

Reporting Results

  • Flexural strength should be reported to two significant figures.

Safety & Precautions

Wear hand gloves and safety shoes during testing.
Switch off the machine after testing.
Keep all metal parts greased to prevent corrosion.
Ensure guide rods are firmly fixed to the base and top plate.
Thoroughly clean all equipment before and after testing.

📌 Read More: For an in-depth guide on concrete strength tests, check out our detailed article here.

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