Concrete specimens are tested using the ASTM39 Test Standard Test Method
for Compressive Strength
of Cylindrical Concrete Specimens by using two samples made from the same test at the same age, usually at strength of 28 days old.
Design engineers use the specified strength ƒ´c to design structural elements. This specified strength is incorporated in the job contract documents. The concrete mixture is designed to produce an average strength (ƒ´cr) higher than the specified strength, such that the risk of not complying with the strength specification is minimized.
Cylindrical specimens
for acceptance testing should be 6 x 12 inch (150 x 300 mm) size or 4 x 8 inch (100 x 200 mm) when specified. The Concrete strength is calculated by dividing the maximum load at failure by the average cross sectional area.
Concrete compressive strength requirements can vary from 2500 psi (17 MPa) for residential concrete to 4000 psi (28 MPa) and higher in commercial structures. Higher strengths up to and exceeding 10,000 psi (70 MPa) are specified for certain applications.
Cylinders are placed in a Compression testing machine and loaded to failure from 20 to 50psi. The type of break should be recorded by a Certified Technician.
Example 1:
For a concrete sample that is broken after 28 days
The cylinder is 6” diameter, so it has an area of 3.14 x Diameter squared /4
A = 3.14 x 6 x 6/4
A = 28.26 square inches
If the force required to break the cylinder was 97,500 pounds
Then the compressive strength is 97,500 pounds / 28.26 square inches = 3,450 psi.
3,450psi needs to be compared to the Design strength determined by the Design Strength determined by the Design Engineer.
Example 2:
Given: f 'c = 3000 psi
Concrete test cylinders averaged 2800 psi.
PSI
Core 1 =2900
Core 2 =2850
Core 3 =2450
Average compressive strength of 3 cores = 2730 psi.
Find: Is the concrete in the structure adequate under CDOT specifications?
Solution:
Test Evaluation:
f 'c = 3000 psi
Average compressive strength of 3 cores - 2730 psi
Do any compressive strengths differ from the average by more than 10%?
10% of Average compressive strength = 273 psi
Core 1: 2900 - 2730 = 170 psi, < 273 therefore OK
Core 2: 2850 - 2730 = 120 psi, < 273 therefore OK
Core 3: 2730 - 2450 = 280 psi, > 273 therefore -
discard core and re-compute average compressive strength using two remaining cores.
New average compressive strength = 2875 psi
The characteristic strength of the concrete is the compressive strength of the(fck) concrete cubes of size 150 mm tested at 28 days. And compressive strength of cubes should not fall not more than 5% of this fck.
The grade in cement mainly defile the average compressive strength after 28 days in mega pascals (Mpa) of at least three mortar cubes (area of face 50 cm squared) composed of one part cement, 3 parts of standard s and (conforming to IS 650:1966) by mass and P/4 (P is the percentage of water required to produce a paste of standard consistency as per IS standard) + 3 percentage (of combined mass of cement plus sand) of water, prepared, stored and tested in the manner described in methods of physical test for hydraulic cement. 721 hr not < 23 MPa for 43 grade, 27 MPa for 53 grade 1682 hrs not <33MPa for 43 grade, 37MPa for 53 grade 6724 hrs not <43MPa for 43 grade, 53 MPa for 53 grade
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The characteristic strength of the concrete is the compressive strength of the(fck) concrete cubes of size 150 mm tested at 28 days. And compressive strength of cubes should not fall not more than 5% of this fck.
Basically, the force supplied by a concrete compression machine is a definite value. For normal concrete strength application, say below 50MPa, the stress produced by a 150mmx150mmx150mm cube is sufficient for the machine to crush the concrete sample. However, if the designed concrete strength is 100MPa, under the same force (about 2,000kN) supplied by the machine, the stress under a 150mmx150mmx150mm cube is not sufficient to crush the concrete cube. Therefore, 100mmx100mmx100mm concrete cubes are used instead to increase the applied stress to crush the concrete cubes. For normal concrete strength, the cube size of 150mmx150mmx150mm is already sufficient for the crushing strength of the machine.
You cannot calculate standard deviation for objects such as concrete cubes - you can only calculate standard deviation for some measure - such as side length, surface area, volume, mass, alkalinity or some other measure.
It is the bearing capacity in N/mm2 when tested on 21 day on a hydraulic testing m/c When we tested this grade concrete cubes on 28th day the compressive strength value have to come 35 N/mm2.
The standard for concrete cube testing is to put the cube under increased pressure. The pressure is increased until the cube breaks and determines the cubes compression strength.
Mainly it is because of water cement ratio(w/c ratio) Handling of cube Treatment of cube Curing
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That means that you calculate the cubes of two numbers, and then either add or subtract them.
I think due to the presence of Cao in the cement.... it may be the result of excessive drying of concrete cubes too...
It depends on the size of the unspecified cube size, and what and how they are to be used? More information is needed.
The perfect cubes between 100 and 200 are 125 (5^3) and 216 (6^3).