Search the courses, subjects, tracks, games and features, or jump straight to a page.
Learn it your way
A short class with Sarah and her students. The other ways are under More.
Sign up free to listen. Transcripts are free to read.
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%!
Methods used to quantify volume loss in concrete due to moisture loss.
Procedures for measuring long-term deformation under constant load.
Key to predicting long-term performance and ensuring quality control of concrete structures.
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.'
SP-30 stands for Specimens loaded to 30% for testing Creep.
Term
What is drying shrinkage?
Click to flip
Term
What is creep in concrete?
Click to flip
A decrease in the volume of concrete due to moisture loss, measured over set periods.
Volume reduction in sealed specimens due to internal chemical reactions.
Cracking that occurs in fresh concrete due to rapid evaporation of surface moisture.
Time-dependent strain that occurs when concrete is subjected to a constant load.
This section outlines the key testing methods used to measure creep and shrinkage in hardened concrete, essential for quality control and predictive modeling.
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.
Drying Shrinkage (IS 1199 / ASTM C157):
Standard prisms of 75×75×285 mm are created and measured over specific periods (28, 56, 90 days) to track length changes due to moisture loss.
Autogenous Shrinkage:
Involves monitoring sealed specimens to assess volume changes without moisture exchange with the environment.
Plastic Shrinkage Test:
Measures how susceptible fresh concrete is to cracking from rapid evaporation under controlled drying conditions.
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.