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Today, we’ll start with shrinkage testing methods. Can anyone tell me why we need to measure shrinkage in concrete?
To understand how the concrete behaves over time, right?
Exactly! We mainly use methods like Drying Shrinkage Test, Autogenous Shrinkage Test, and the Plastic Shrinkage Test. Let’s break these down. Who wants to explain drying shrinkage?
The Drying Shrinkage Test uses standard prisms to check how length changes over days. It's measured at intervals like 28, 56, and 90 days.
Good job! And what do we measure for autogenous shrinkage?
We seal the specimens and monitor them for volume changes without moisture loss.
Exactly. We ensure we're observing shrinkage due to internal reactions. The Plastic Shrinkage Test, on the other hand, checks how susceptible wet concrete is to cracking. Remember this acronym: PRS for Plastic, Residual, and Shrinkage.
Got it!
Now, let’s move to creep testing methods. What do we mean by 'creep' in concrete?
It’s the slow deformation that happens under constant load, right?
Exactly! We use cylindrical specimens and apply constant axial compressive stress to measure this. Who remembers what percentage of the compressive strength we use?
30 to 40 percent of the compressive strength.
Well done! And how do we measure the deformation over time?
Using strain gauges or extensometers.
Perfect. It’s crucial that we have control specimens that are not loaded so we can distinguish creep from shrinkage. Let’s remember 'SP-30' — for Specimens, loaded at 30%-40%!
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The section discusses various standardized tests for assessing creep and shrinkage in concrete, including shrinkage measurement over time and creep deformation under constant stress, emphasizing their importance for engineers in predicting long-term concrete behavior.
The Testing Methods for Creep and Shrinkage section details essential standard testing techniques which provide critical information for predictive modeling and material performance evaluation in hardened concrete. Understanding these tests is vital for ensuring the durability and serviceability of concrete structures over their lifespan.
These tests are indispensable to engineers, providing key insights that inform design decisions, contribute to compliance with material standards, and help mitigate potential long-term defects in concrete structures.
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a. Shrinkage Testing (IS 1199 / ASTM C157):
- Drying Shrinkage: Standard prism (e.g., 75×75×285 mm) is measured for length change over 28, 56, 90 days.
- Autogenous Shrinkage: Specimens are sealed and monitored for volume change.
- Plastic Shrinkage Test: Measures cracking susceptibility under controlled drying conditions.
This chunk outlines the methods used to test the shrinkage of concrete. There are three main types of tests:
1. Drying Shrinkage: This test involves measuring a standard prism's length change over set periods (28, 56, and 90 days), which helps assess how much the concrete shrinks as it dries.
2. Autogenous Shrinkage: In this test, specimens are sealed to prevent moisture loss, allowing researchers to monitor any internal volume changes. This is crucial for understanding how concrete reacts under conditions that prevent traditional drying.
3. Plastic Shrinkage Test: This measures how susceptible the concrete is to cracking when it is still in a plastic (unset) state, especially under conditions that promote rapid evaporation of moisture.
Imagine baking a cake. As it cools, if it dries out too quickly on the edges while the inside is still moist, it could crack. Similarly, concrete can crack if it dries too fast. The tests mentioned help predict and mitigate such issues, ensuring structures stay intact as they cure.
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b. Creep Testing (IS 516 / ASTM C512):
- Cylindrical specimens are subjected to constant axial compressive stress (usually 30-40% of compressive strength).
- Strain gauges or extensometers measure deformation over time.
- Simultaneous control specimens are kept unloaded to isolate creep from shrinkage.
This chunk focuses on how creep in concrete is tested. It involves:
1. Subjecting Specimens to Stress: Cylindrical samples of concrete are subjected to a constant compressive load. The load is set to about 30-40% of the material's compressive strength.
2. Measuring Deformation: Special devices called strain gauges or extensometers are used to measure how much the concrete deforms over time under this constant load. This helps in quantifying how much creep occurs.
3. Control Specimens: To ensure that the measurements are accurate, separate control specimens undergo no load, allowing researchers to distinguish between creep and schrinkage effects.
Think of a rubber band stretched over time. When you hold it out for a while, it starts to deform and might not return to its original shape. Testing for creep in concrete is like watching how that rubber band behaves under constant pressure, understanding how it yields over time.
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Key Concepts
Shrinkage Testing Methods: Methods used to quantify volume loss in concrete due to moisture loss.
Creep Testing Methods: Procedures for measuring long-term deformation under constant load.
Importance of Testing: Key to predicting long-term performance and ensuring quality control of concrete structures.
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A standard drying shrinkage test performed on a concrete sample shows a reduction in length over a 90-day period.
Creep tests on cylindrical concrete specimens highlight the gradual increase in strain over time under constant load.
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When concrete dries, it shrinks in size, keep it moist, and it’ll be wise.
Imagine a sponge; when left out too long, it shrinks. Just like concrete that dries and starts to crack.
Remember the acronym SP-C: 'Shrinkage Testing- Plastic, Autogenous, and Drying.'
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Review the Definitions for terms.
Term: Drying Shrinkage
Definition:
A decrease in the volume of concrete due to moisture loss, measured over set periods.
Term: Autogenous Shrinkage
Definition:
Volume reduction in sealed specimens due to internal chemical reactions.
Term: Plastic Shrinkage
Definition:
Cracking that occurs in fresh concrete due to rapid evaporation of surface moisture.
Term: Creep
Definition:
Time-dependent strain that occurs when concrete is subjected to a constant load.