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Prestressed Concrete
What is Prestressed Concrete?
Grady
Hillhouse
But not all cracking is considered equal, and
there is a way to reinforce concrete to minimize its negative impacts.
Hey I’m Grady and this is Practical
Engineering. Today we’re talking about prestressed concrete.
Despite its excellent qualities as a
structural material, concrete has some weaknesses, too.
One that we’ve discussed in previous videos is
that it has almost no strength against tension. Concrete can withstand a
tremendous amount of compressive stress, but when you try to pull it apart, it
gives up easily.
Concrete’s other weakness is that it’s brittle.
It doesn’t have any “give” or stretch or ductility.
Combine these two weaknesses, and you get
cracks. Concrete loves to crack.
And if you’re designing or building something
made of concrete, understanding how much and where it’s going to crack can be the
difference between the success and failure of your structure.
To understand how engineer’s design reinforced
concrete structures, we first have to understand design criteria - or the goals
of the structure.
The obvious goal that we all understand is that
it shouldn’t fall down.
When a car drives over a bridge and the bridge
doesn’t collapse, the structure is achieving its design criterion of ultimate
strength.
But, in many cases in structural engineering,
avoiding collapse actually isn’t the limiting design criteria.
The other important goal is to avoid
deflection, or movement under load.
Most structural members deflect quite a bit
before they actually fail, and this can be bad news.
The first reason why is perception. People
don’t feel safe on a structure that flexes and bends. We want our bridges and
buildings to feel sturdy and immovable.
The other reason is that things attached to
the structure like plaster or glass might break if it deflects too much.
In the case of reinforced concrete, deflection
has another impact: cracks.
The reinforcement within concrete is usually
made from steel, and steel is much more elastic than concrete.
So, in order to mobilize the strength of the
steel, first it has to stretch a little. But, unlike steel, concrete is brittle
- it’s doesn’t stretch, it cracks.
So that often means that concrete has to crack
before the rebar can take up any of the tensile stress of the member.
This demonstration is from a test in a
previous video showing a conventionally reinforced concrete beam.
Go back and check that video out if you
haven't seen it yet. Notice how this beam is resisting the load on it, even
though it is cracked at the bottom.
It’s meeting design criterion number 1 - it’s
holding the load (in this case 6 tons) without failing.
But it’s not meeting design criterion number 2
(serviceability) - it’s deflecting too much and the concrete is cracked.
Those cracks not only look bad, but in an
actual structure, they could allow water and contaminants into contact with the
reinforcement, eventually causing it to corrode, weaken, and even fail.
One solution to this problem of deflection in
concrete members is pre-stressing, or putting compressive stress into the
structural member before it’s put into service.
This is normally accomplished by tensioning
the reinforcement within the concrete. This gives the member a compressive
stress that will balance the tensile stresses imposed in the member once it is
put into service.
A conventionally reinforced concrete member
doesn’t have any compression to start with, so it will deflect too much well
before it’s in any danger of not being strong enough to hold the load.
So, with conventional reinforcement, you don’t
even get to take full advantage of the structural strength of the member.
When you prestress the reinforcement within
concrete, you don’t necessarily increase its strength, but you do reduce its
deflection.
This balances out the maximum load allowed
under each of the structural design criteria, allowing you to take fuller
advantage of the strength of each material.
There are two main ways to prestress
reinforcement within concrete, and of course I built a couple of beams to
demonstrate.
The first method is pre-tensioning. And yes,
that terminology is a little confusing.
It’s pre-stressed because the steel is
stressed before the member is put into service, but pre-tensioned because the
steel is stressed before the concrete cures.
To make this work, I had to build a little
frame to go around my concrete beam. This frame will hold the steel in tension
while the concrete cures.
I installed threaded rods through the mold and
frame, and then tensioned these rods by tightening the nuts.
I tried to use the pitch of the ringing to get
them at around the same tension, and you can see how much my frame is flexing
from the force in these steel rods.
The other method for pre-stressing steel is
post-tensioning.
In post-tensioning, the steel is stressed
after the concrete cures, but still before the member is put into service.
In this beam I cast in smooth plastic sleeves
in the mold. The steel rods can slide easily within the sleeves.
Once both molds were prepared, I filled them
up with concrete. And I finally got a construction grade concrete vibrator as
well.
This machine helps get all the air bubbles out
of fresh concrete before it cures, a process called consolidation.
After the concrete’s has had some time to
cure, it’s time to test the beams out. On the pretensioned beam, I can unscrew
the nuts and take off this frame.
Because the concrete hardened around the
bolts, the steel rods are still under tension inside this beam. I put it under
the hydraulic press for testing, and the results are easy to see.
In a conventionally reinforced beam where the
steel is simply cast into the concrete without any tension, cracks start
forming at around 4 tons.
In the pretensioned beam, the cracks didn’t
appear until double that force at around 8 tons. The tension already in the
steel is able to take up the force of the press without requiring the beam to
flex.
For the post-tensioned beam, I inserted the
steel reinforcement after the concrete had cured. Then I tightened the bolts on
the rods to pre-stress the steel.
Under the hydraulic press, the results are
nearly identical. The tension in the steel held beam in compression for much
longer than a conventionally reinforced member could.
Of course, the cracks eventually appear, but
it takes much more force before they do.
That’s because, adding force to the beam is
not creating tension, but just reducing the compression that’s already been
introduced through the tension in the steel rods.
It’s important to point out that we didn’t
necessarily make these beams stronger. Both the steel and concrete have the
same strength as they would without prestressing the steel.
But we did increase the serviceability of
member by reducing the amount of deflection under load.
Of course, none of these examples actually
failed because of the reinforcement, and that wasn’t the point of the demo.
But, it’s still more fun to test everything to failure.
Pre-stressed concrete is used in all kinds of
structures from bridges to buildings to silos and tanks.
It’s a great way to minimize cracking and take
fuller advantage of the incredible strength of reinforced concrete. Thank you
for watching, and let me know what you think!
Hey, I’m Grady Hillhouse and
this is Practical Engineering! I am a husband, a professional civil engineer,
and educational video producer in San Antonio, Texas.
Randall Munroe said, "You
can look at practically any part of anything manmade around you and think, 'Some
engineer was frustrated while designing this.' It's a little human
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Of course, as a civil
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