Throughout the course of time, structural concrete may undergo wear and tear, which may cause cracking, stresses or deflections that will affect the in-service behavior of the reinforced concrete structures. This time-dependent phenomenon in concrete that we observed is called the creep and shrinkage. These circumstances are already part of the life cycle of a structure that should be taken into consideration in the design. But before doing so, it is important to understand the difference between the two, to be able to come up with a favorable design.
Creep is the gradual increase in a strain of a structural member which is subjected to certain loading over a period of time. When the concrete is loaded in compression, an elastic strain develops as shown in figure A. If this load remains on the member, creep strain developed with time.The main factors affecting creep strain are the concrete strength and mixture, the type of aggregate, curing, the relative humidity and the duration of the sustained loading.
Figure A: Creep Strains due to Loading at time, t0 and unloading at time t
The values from creep strain are used in the deflection calculation. According to BS8110: Part 2 section 7.3, the creep strain in concrete, Єcc can be predicted from:
- Et: is the modulus of elasticity of concrete at the age of loading t
- Ф is the creep coefficient which can be taken from figure 7.1 of BS8110: Part 2
Shrinkage is the contraction that occurs in concrete when it dries and hardens due to moisture content evaporation. The amount of shrinkage increases with time as shown in figure B. The aggregate contents present in concrete are the most important factors influencing shrinkage. This is because the larger the aggregate, the lower is the shrinkage and the higher is the aggregate content, the lower the water-cement ratio and workability are. A decrease in ambient humidity also increases shrinkage.
On the other hand, Shrinkage has been discussed in BS8110: Part 2, section 7.4. The values obtained from the shrinkage strain are used in the deflection calculation. An estimate of the shrinkage of the symmetrically reinforced concrete section may be obtained from:
- Єsh is the shrinkage of the plain concrete
- ᵨ is the area of steel relative to that of concrete
- K is a coefficient, taken as 25 for internal exposure and as 15 for external exposure.
The values obtained from the creep and shrinkage strain are used in the calculation of deflection. For further details, the Calculation of deflection can be found in section 3.7 of BS8110: Part 2.
Note: The above formula are based on BS8110, ACI had a different approach on obtaining the values of creep and shrinkage strain.
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- Reinforced Concrete Design Theory & Examples, 2nd Edition by T.j. MacGinley and B.S. Choo
- Image Courtesy of Wight Mcgregor Reinforce concrete Mechanics 6Ed
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