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Today, we're going to talk about shrinkage in hardened concrete. Can anyone tell me what shrinkage refers to?
I think shrinkage means the concrete gets smaller or reduces in size.
Exactly! Shrinkage is the reduction in volume of concrete due to moisture loss and chemical reactions. Now, can anyone name different types of shrinkage?
There is plastic shrinkage and drying shrinkage.
Great start! We also have autogenous and carbonation shrinkage. Remember: **PDA-C** is a mnemonic to recall the types: Plastic, Drying, Autogenous, Carbonation.
What causes plastic shrinkage specifically?
Plastic shrinkage typically occurs due to rapid evaporation of moisture from the surface of freshly placed concrete. Let's move to the next session!
Now, let's discuss the effects of shrinkage. How does shrinkage affect concrete performance?
It leads to cracking, doesn’t it?
Correct! Cracking can significantly impact alignment and the surface finish of the structures. Can you think of where high-risk zones might be?
Like slabs-on-grade and long walls?
Exactly! Restraint in these areas promotes tensile stress that can exceed tensile strength, leading to cracks. A good way to remember this is: **CRACK** - Cracking Risk Areas Can Be serious!
Well done on the last session! Now, let's look at how we can mitigate shrinkage. What strategies come to your mind?
We can use a lower water-to-cement ratio.
Yes! A lower water/cement ratio reduces the overall paste volume, leading to less shrinkage. What else?
Proper curing techniques can help too!
Absolutely right! Curing should begin immediately after placement. Remember, **CURE**: Careful Use of water, Reinforcement, and Environment is vital for controlling shrinkage.
What about structural detailing?
Good question! Adequate reinforcement and control joints in slabs can greatly help manage shrinkage stresses. Let's summarize: Mitigation includes optimizing mix design, curing, and detailing!
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In this section, we explore the types of shrinkage in hardened concrete, including plastic, drying, autogenous, and carbonation shrinkage. Each type is defined and their causes, effects, and the conditions under which they occur are examined.
Shrinkage in hardened concrete is a critical phenomenon that leads to a reduction in volume due to moisture loss and various physicochemical reactions. It is important to understand the different types of shrinkage, their characteristics, and implications for structural integrity.
Shrinkage is defined as the volume reduction in concrete that occurs as moisture evaporates and through internal chemical reactions, even without external loads.
Shrinkage can lead to various issues such as cracking, loss of serviceability, and reduction in bond strength between reinforcement and concrete.
Restraint, either externally or internally, can lead to cracks when the tensile stress from shrinkage exceeds the tensile strength of the concrete. Common risk areas include slabs-on-grade, walls, and precast members.
Strategies such as optimizing mix design, implementing adequate curing techniques, and proper structural detailing can help mitigate shrinkage and its associated cracking.
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Plastic shrinkage is a phenomenon that happens shortly after concrete is poured. In this stage, the surface of the concrete can lose moisture very quickly, especially in hot or windy conditions. When this moisture evaporates, it causes the concrete to shrink before it has fully set. As a result, cracks can form on the surface of the concrete. These cracks are often small and can appear randomly.
Imagine a wet sponge left out in the sun. Just as the water evaporates quickly from the sponge’s surface, causing it to shrink and possibly crack, freshly poured concrete can 'shrink' and crack when it loses moisture to the air too fast.
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Drying shrinkage is the most frequent type of shrinkage in concrete. It occurs after the concrete has cured for a while, when moisture continues to escape from the hardened concrete. This moisture loss leads to a gradual reduction in volume, which can cause developing cracks as the concrete shrinks. This type of shrinkage predominantly affects concrete in the initial months after it has set.
Think of a freshly baked loaf of bread. As it cools, it shrinks slightly, pulling away from the edges of the pan. Similarly, after curing, concrete continues to lose moisture, which leads to gradual shrinking.
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Autogenous shrinkage is the shrinkage that occurs due to chemical processes within the concrete itself, even in the absence of moisture loss. This type of shrinkage is especially prominent in concrete mixes that contain a low water-to-cement ratio. Here, the hydration process consumes water, leading to a volume change as the internal structure of the concrete develops.
Consider a sponge that has a lot of dry material inside. As it absorbs water and expands, if it later releases that water, it will shrink internally. Autogenous shrinkage acts similarly, where the concrete's own hydration reactions cause it to decrease in volume.
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Carbonation shrinkage is related to a chemical reaction that occurs over time when carbon dioxide from the air reacts with calcium hydroxide present in concrete. This reaction diminishes the amount of calcium hydroxide and can lead to volume changes at the concrete's surface as it becomes denser. While carbonation is a slow process, its effects can accumulate over long periods.
Think of how apple slices turn brown when exposed to air. This browning represents a reaction with oxygen. Similarly, carbonation is a long-term reaction between concrete and carbon dioxide, leading to changes in the concrete's structure, particularly on the surface.
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Key Concepts
Plastic Shrinkage: Affects freshly placed concrete and can lead to surface cracking.
Drying Shrinkage: Commonly occurs over time as moisture escapes.
Autogenous Shrinkage: Internal volume change from chemical reactions, significant in low water-cement mixtures.
Carbonation Shrinkage: Long-term, surface-level shrinkage from CO₂ reaction.
Curing: Essential process for minimizing shrinkage effects.
See how the concepts apply in real-world scenarios to understand their practical implications.
Plastic shrinkage can lead to visible surface cracks in concrete flatwork if rapid evaporation occurs after placement.
Drying shrinkage often results during the first months after the concrete is cured and can cause floor finishes to become uneven.
Use mnemonics, acronyms, or visual cues to help remember key information more easily.
When concrete sets, it might regress, moisture lost, leads to distress!
Once a concrete slab named Slick, shrunk with the sun's heat quick; it cracked and broke when no one knew, restricting pathways that once flowed through.
PDA-C: Remember Plastic, Drying, Autogenous, Carbonation shrinkage types.
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Review the Definitions for terms.
Term: Plastic Shrinkage
Definition:
Volume reduction of concrete due to rapid evaporation of surface water shortly after placing.
Term: Drying Shrinkage
Definition:
Shrinkage that occurs when moisture is lost over time after the concrete has set.
Term: Autogenous Shrinkage
Definition:
Shrinkage caused by internal chemical reactions in low water-cement ratio mixes.
Term: Carbonation Shrinkage
Definition:
Shrinkage resulting from the reaction of carbon dioxide with hydrated cement products.
Term: Curing
Definition:
The process of maintaining adequate moisture, temperature, and time in concrete to allow for hydration.