Size of specimen and compressive strength of concrete

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SUMMARY

The discussion centers on the compressive strength of concrete and the appropriate specimen sizes for testing. It is established that a 150 mm x 150 mm x 150 mm concrete cube is commonly used, but a 100 mm x 100 mm x 100 mm cube may be preferred for higher strength concretes. The reasoning is based on the applied load of the compression machine and the relationship between stress and area. Testing with a 100 mm cube may yield slightly lower compressive strength results compared to a 150 mm cube, but variability can be minimized by testing multiple specimens.

PREREQUISITES
  • Understanding of concrete compressive strength testing standards
  • Knowledge of stress calculations (Stress = Force/Area)
  • Familiarity with concrete specimen dimensions and their implications
  • Awareness of correction factors for different specimen geometries
NEXT STEPS
  • Research the ASTM C39 standard for concrete cylinder compressive strength testing
  • Learn about the effects of specimen size on compressive strength results
  • Explore the significance of aggregate size in concrete testing
  • Investigate correction factors for different concrete specimen geometries
USEFUL FOR

Civil engineers, concrete technologists, and quality control professionals involved in concrete testing and strength evaluation will benefit from this discussion.

ichabodgrant
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Hello everyone.
I have a question about compressive strength of concrete. It is said that (in my country) 150 mm x 150 mm x 150 mm concrete cube is used for concrete testing. Someone asks me why 100 mm x 100 mm x 100 mm is not used. In fact, I know that sometimes it is allowed or even preferred to use 100 mm one instead of 150 mm one. I have looked up some research papers and they mention that it depends of the designed compressive strength of concrete.

One explanation says the applied load of a compression machine is often a definite value, let's say 2000 kN. If the concrete produced is of a designed compressive strength 60 MPa, then 150 mm cube is sufficient for the test. If a higher strength concrete is produced, then a 100 mm cube is more suitable. (As stress = Force/Area, same force smaller area can give a higher stress)

My question is that what will happen if I make a 100 mm cube from the same concrete mixture and put it onto the compression machine? Is the resulting compressive strength higher or lower than that of a 150 mm cube? Some people say it should be slightly lower. What is the reasoning?
 
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I've always specified 6 inch diameter by 12 inch cylinders(150 mm x 300 mm) although the smaller size 100 mm x 200 mm cylinders are allowed by Standards as long as aggregate size is smaller than about 3 cm. There isn't much difference in results as long as more than one cylinder is tested to allow for variability. The smaller size as you mentioned requires less test load and is more suitable for the higher strength concretes I suppose, but being old school I like the larger ones.
 

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