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Aggregate Impact Value (AIV) Test Simulator

Aggregate Impact Value (AIV) Test Simulator

Please select an aggregate type to begin the test.
Concrete Compressive Strength Test Simulator

Concrete Compressive Strength Test

Compressive strength is a crucial property of concrete, indicating its ability to withstand loads that tend to crush it. It's measured by applying a compressive axial load to standard-sized samples (cubes or cylinders) until they fail. This test is vital in civil engineering to ensure the concrete used in structures like buildings, bridges, and dams meets the required strength specifications for safety and durability. The strength typically increases as the concrete cures over time (commonly tested at 7, 14, and 28 days).

Cube Sample (150mm x 150mm)

Cylinder Sample (150mm Ø x 300mm H)

Concrete Flexural Strength Calculator

Concrete Flexural Strength Calculator

Flexural Strength Test Setup (Center-Point Loading)

Concrete Beam Support Support Support Length (L) Load (P) Fracture Distance 'a' (Fracture)

 

The grade of concrete refers to the strength and quality of concrete specified for a particular construction project. It indicates the compressive strength of the concrete that it can achieve after a specified curing period. Let’s delve into the details:

  1. Concrete Grade Calculation:

    • The grade of concrete is denoted by a letter “M” followed by a number (e.g., M10, M20, M30).
    • The “M” stands for “mix”, and the number represents the compressive strength of the concrete in megapascals (MPa) after 28 days of curing.
    • For example, if we mention M10 concrete, it means that the concrete has a characteristic compressive strength of 10 N/mm² at 28 days.
  2. Mix Proportions:

    • Concrete is made by mixing several ingredients: cement, sand, aggregate, and water.
    • The mix ratio determines the proportions of these materials.
    • Different grades of concrete have varying mix proportions.
  3. Common Concrete Grades:

    • Here are some standard concrete grades along with their mix proportions and compressive strengths:
    GradeMix Ratio (Cement: Sand: Aggregates)Compressive Strength (MPa)
    M51:5:105 MPa
    M7.51:4:87.5 MPa
    M101:3:610 MPa
    M151:2:415 MPa
    M201:1.5:320 MPa
    M251:1:225 MPa
    M30Design Mix30 MPa
  4. British/European Standards:

    • According to BS 8500-2 British/European standards, the grade of concrete is denoted as C10, C15, C20, C25, etc.
    • The “C” signifies “Concrete Strength class”, and the number behind it refers to the characteristic compressive strength of concrete in N/mm² at 28 days.

In summary, the grade of concrete plays a crucial role in ensuring the structural integrity of buildings and infrastructure. It’s essential to choose the appropriate grade based on the specific requirements of each construction project.

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Setting Time of Cement



Using Vicat Apparatus the percentage of water required for producing a cement paste can be determined. The apparatus consist of a Vicat plunger having 10 mm diameter and 50 mm length to penetrate a depth around 33 to 35 mm from the top of the mould. Take 500gms of cement and prepare a paste with a water around 24 percentage by the weight of the cement. See that the paste is prepared and filled in mould with in 3 to 5 minutes.



A Vicat Plunger of 10 mm diameter which is 50 mm long is attached is attached and brought down to touch the surface of the paste in that block and quickly release the needle in such a way that it sink into the cement paste by its own weight. Conduct similar number of trials by increasing the water percentage so that the penetration depth is in the range of 33 to 35 mm.The percentage of water required for making cement paste can be calculated by this method. Usually the test is conducted with a constant temperature of 27° ± 2°. In practice while you use a cement material for construction there should be a elapsing time for transporting and placing the cement mixture, so we need to find the initial setting time and final setting time.
Vicat Apparatus

 The Initial setting time can be found by using a Vicat Apparatus, take around 500 gm of cement sample and mix it with 0.85 times the water percentage required to produce a cement paste. Start the stop watch from the moment you add water to the cement. A needle with 1mm sq. used in the test apparatus, after filling the cement paste release the needle to penetrate inside the cement paste. Repeat it untill the needle penetrate only to a depth of 33 to 35 mm. The period between the time from adding water to the penetration range is called the initial setting time. This is the stage were the cement starts loosing its plasticity.
 The Final setting time can be done by same manner by replacing the needle with 5 mm diameter, the procedure is repeated until the paste attain its hardness that the needle does not penetrate more that 0.5 mm. Generally the Initial setting time should be less than 30 minutes ( for mixing and handling of the materials) and the final setting time should not be more than 10 hours.
Automated Vicat apparatus
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