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21.4.6. Creep and Shrinkage
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Welcome class! Today we're learning about creep. Can anyone tell me what creep in concrete means?
Isn't it when concrete slowly changes shape over time?
Exactly! Creep refers to the long-term deformation under sustained load. It’s important because it can lead to structural issues if not managed properly. How do you think fiber-reinforced concrete might help with this?
Maybe the fibers help to hold everything together?
Yes! Fibers reduce microcracking, which is a key contributor to creep. Remember this with the acronym 'CRISP': Creep Reduction Involves Stronger Performance!
What about different types of loads? Do they affect creep differently?
Good question! Flexural stress can have a significant impact on how creep develops. Let’s summarize: Creep is a concern in concrete, but fibers help mitigate it.
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Now, let's discuss shrinkage! What types of shrinkage should we be aware of when dealing with concrete?
There’s plastic shrinkage and drying shrinkage, right?
Correct! Plastic shrinkage happens in the initial hours and can cause cracks. Fibers help mitigate this by bridging early stresses. Now, who can explain drying shrinkage?
Drying shrinkage happens over a longer time as the moisture decreases in the concrete?
Exactly, and while fibers provide some control, their effect is modest compared to plastic shrinkage. Let’s remember the acronym 'PDM' for Plastic and Drying Mitigation through Fibers!
So fibers are more effective against plastic shrinkage?
Yes, precisely! To recap, shrinkage is twofold: plastic and drying, both of which can be managed with the right fiber reinforcement, emphasizing our key terms.
Overview
Short Summary
This section discusses the effects of creep and shrinkage in fiber-reinforced concrete, highlighting how fibers can help mitigate these issues.
Medium Summary
Creep refers to the long-term deformation of concrete under sustained loads, while shrinkage involves dimensional changes due to moisture loss. This section explains that fiber-reinforced concrete can significantly reduce these problems, particularly through the bridging effect of fibers during plastic shrinkage and modestly during drying shrinkage.
Detailed Summary
Creep and Shrinkage in Fiber-Reinforced Concrete
Creep and shrinkage are critical phenomena affecting the long-term performance of concrete structures. Creep is defined as the gradual and time-dependent deformation of concrete when subjected to a sustained load. Fiber-reinforced concrete (FRC) has been shown to effectively reduce instances of microcracking that leads to creep, particularly under flexural stress, thanks to the fibers that improve the integrity of the concrete matrix during loading.
On the other hand, shrinkage can be categorized into two types:
- Plastic Shrinkage: Occurs in the first few hours after casting and is typically mitigated by fibers that bridge early tensile stresses, thereby reducing cracking risks.
- Drying Shrinkage: A long-term process where fibers help manage shrinkage, although the effect of this intervention is considered modest in comparison.
Overall, proper integration of fibers within the concrete mix design addresses both creep and shrinkage challenges, making FRC a more reliable choice for various structural applications.
Audio Book
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Create a free accountCreep: Long-term deformation under sustained load.
- Fibers reduce microcracking, thus reduce creep especially under flexural stress.
- Synthetic fibers (e.g., PP) exhibit some creep themselves at elevated temperatures.
Detailed Explanation
Creep is the gradual deformation that occurs in a material over time when it is under constant load. In the context of fiber-reinforced concrete (FRC), the presence of fibers helps mitigate microcracking, which in turn decreases the extent of creep, particularly when the concrete is subjected to flexural stress, such as bending. However, it is important to note that certain synthetic fibers like polypropylene (PP) can also experience creep when exposed to elevated temperatures.
Examples & Analogies
Think of creep like a rubber band that’s being stretched. If you pull on it, it will slowly stretch over time, even if you don’t pull harder. The fibers in FRC act like reinforcements that help the rubber band maintain its shape better, reducing the amount it can stretch under constant tension.
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Create a free accountShrinkage:
- Plastic shrinkage (first few hours): Fibers reduce cracking by bridging early tensile stresses.
- Drying shrinkage (long-term): Effect is modest, but hybrid fiber systems can enhance control.
Detailed Explanation
Shrinkage in concrete refers to the reduction in volume as the water in it evaporates or evaporates during curing. This can lead to cracks if the tensile stresses are high enough. Early on, when the concrete is still plastic, fibers help reduce the occurrence of cracks by bridging the tiny fissures that can form as the concrete begins to cure. Over a longer term, the effect of fibers on drying shrinkage is less significant, but using hybrid fiber systems can provide better control on shrinkage effects.
Examples & Analogies
Imagine a sponge full of water. When you begin to squeeze it, the water begins to escape, and the sponge shrinks. Similarly, concrete shrinks as it loses moisture. The fibers in the concrete act as tiny reinforcement agents, preventing cracks from forming as the sponge shrinks and helping to hold it together, much like how a tight net keeps the sponge intact as it loses water.
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Key concepts
Examples
Memory aids
Imagine a bridge that bends slightly over years; it's resting under the weight of traffic - this is the effect of creep.
Flash Cards
Glossary
Creep
Long-term deformation of concrete under sustained load.
Shrinkage
Dimensional changes in the concrete over time due to moisture loss.
Plastic Shrinkage
Cracking that occurs in the first few hours after the concrete is poured.
Drying Shrinkage
Long-term shrinkage that occurs as moisture evaporates from hydrated concrete.