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Today, we're going to examine how traction behaves in a fluid at rest. Can anyone explain what traction refers to?
Isn't traction the force exerted per unit area?
Exactly! And when we're dealing with a static fluid, how does this traction manifest?
It would be the pressure acting on the surface, right?
Correct! So when we say traction is equal to pressure, it simplifies our approach. Let's remember: tra_ction = pre_ssure, for fluids!
Why do we say it acts normal to the plane?
Good question! Pressure acts uniformly in all directions and always pushes inward, which is why it's considered normal to the surface. Let's move on to how this applies to the stress tensor.
Is the stress in a fluid just the pressure then?
You're catching on! For a fluid in static equilibrium, the stress tensor indeed simplifies to \( -pI \), indicating zero shear components. Remember: fluid stress = -pressure times identity matrix.
Now that we've established traction, let's focus on the stress matrix in a static fluid. Can anyone describe the stress matrix for such a state?
Is it just all zeros except for the pressure components?
Not quite! The shear stress components are indeed zero, but the normal stress is represented as \( -pI \). What's important is understanding how we derive the matrix.
So, if there are no shear components, what does that mean for the fluid?
This means that a stationary fluid cannot resist shear forces! Remember: fluids can't counteract forces parallel to the surface, only normal.
And that pressure acts to push against the fluid’s boundaries?
Absolutely, good observation! As a result, the stress tensor reflects this pressure clearly, underscoring the fundamental behavior of fluids in mechanics.
So, is that why we simplify the stress tensor to just pressure?
Exactly! Pressure effectively simplifies the understanding of fluid mechanics under static conditions.
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The section discusses the nature of stress within a fluid at rest, focusing on how pressure acts as traction and the implications for stress states in fluids. It highlights the fundamental characteristics of fluids and their inability to sustain shear forces, thereby simplifying the traction equation.
In this section, we explore the state of stress at any point within a static fluid, like water in a bucket. The pressure, denoted by equation (21) as \( t(x;n) = -p(x)n \), illustrates that the traction acting on a plane within the fluid is determined solely by the pressure exerted by the fluid, which acts normal to the plane.
Given that fluids cannot sustain shear stress when at rest, the shear components of the stress matrix are essentially zero—a crucial point to remember. Consequently, this leads us to conclude that the stress tensor for a fluid in static conditions simplifies to \( -pI \), where \( I \) represents the identity matrix. This indicates that all shear stress components are zero while the normal stress is defined purely by the fluid's pressure.
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Think of astaticfluid, say bucketfilled with wateras shownin Figure5. Weknowthat the pressure(p) inside thewateris given byρghwhereh is thedepthfrom thetopsurface,g is theacceleration dueto gravity andρis thedensityofwater.
In this section, we start by discussing the pressure inside a static fluid. When you fill a bucket with water, the weight of the water creates pressure at any point under the surface. The formula for this pressure is given by the equation p = ρgh, where ρ is the density of the fluid, g is the acceleration due to gravity, and h is the depth from the top of the fluid. This relationship tells us that the deeper you go in the fluid, the greater the pressure due to the weight of the water above.
Imagine you are diving into a swimming pool. When you dive down, you feel a stronger push against your ears the deeper you go. This feeling is because of the increased water pressure as you descend, which is essentially the weight of the water above you pressing down.
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We want to know the state of stress at any point in the water body. So, we first think of a small infinitesimalplaneatthat point.Asfluids cannotsustainshearwhentheyarein staticequilibrium, there willbenoshearcomponentoftraction onanyplane. The traction wouldbethesameaspressure(p)and would act along the plane normal but pointing into the plane due to compressive nature of pressure. Thus, at anarbitrary pointxin thefluidandonanarbitrary planeatthatpoint (withplanenormal givenbyn),traction twill begivenby t(x;n)=−p(x)n.
Next, we delve into the concept of traction in a fluid. Since fluids cannot sustain shear stress when in static equilibrium, they only experience normal stress which is equal to the pressure at that point. Therefore, the traction, which is the force per unit area acting on a surface, can be expressed as the pressure (p) acting inwards, along the normal to the surface. The formula t(x;n) = -p(x)n represents this relationship where 'n' is a vector normal to the arbitrary plane within the fluid.
Think of a balloon filled with water. If you press on the wall of the balloon with your hand, the water inside will push back against that pressure equally in all directions, but only against the walls of the balloon. Since the water cannot slide sideways (because it is a liquid), it creates equal pressure on all sides – this is the traction described in the section, where the fluid pressure acts inward on the walls of its container.
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Stressmatrix in(e ,e , e )coordinate systemcan befoundbywriting thetractions ascolumns. Tractionone planewill beequalto−pe.o We observe that all theshearcomponentsin thestressmatrix are zero. We can verify as shown below that σnwillgive usthetraction givenbyequation(21): t=σn=−pIn=−pn. Thus, thestresstensorforafluid bodyin statics is −pI.
In this part, we look at how the stress matrix for a fluid at rest can be constructed. The normal tractions on a plane are represented as columns in a stress matrix. In this case, shear components are zero, indicating that the only forces at play are due to pressure acting normally to the plane. We confirm that the traction is created by the stress tensor, which ultimately turns out to be -pI, where I is the identity matrix. This indicates that all the diagonal components of stress are equal to negative pressure, while there are no shear stresses since they remain at zero.
You can think of a still cup of water on a table. The water exerts pressure on the bottom of the cup due to gravity. However, the water doesn't slide around to create shear—it's just pressing downwards uniformly, which can be described mathematically by the stress matrix, where pressure is represented in all direct forces without any shear.
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Key Concepts
Traction and pressure: The traction inside a fluid at rest is equal to the pressure exerted by the fluid.
Stress tensor in fluids: In static conditions, the stress tensor simplifies to -p times the identity matrix, indicating zero shear stress.
Fluid characteristics: Fluids cannot sustain shear stress when in static equilibrium.
See how the concepts apply in real-world scenarios to understand their practical implications.
In a bucket of water, at a depth 'h', pressure can be derived using the equation p = ρgh, where ρ is the fluid's density and g is the acceleration due to gravity.
When surveying a tall building under construction, engineers must calculate the pressure at various depths of soil to ensure structural integrity based on hydrostatic principles.
Use mnemonics, acronyms, or visual cues to help remember key information more easily.
Pressure in my fluid is always true, pushes on the walls, and never will skew.
Imagine a buoy sitting on the surface of a lake; it feels the pressure of the water below, pushing it up, illustrating how all points in the fluid are under pressure.
FLUID: F – Forces, L – Lift, U – Uniform pressure, I – Inward push, D – Does not shear.
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Review the Definitions for terms.
Term: Traction
Definition:
Force exerted per unit area on a surface.
Term: Stress
Definition:
The internal forces distributed over a given area within a material.
Term: Static Fluid
Definition:
A fluid that is not in motion and is subject to external pressures.
Term: Shear Stress
Definition:
A component of stress that acts parallel to the surface.
Term: Normal Stress
Definition:
Stress that acts perpendicular to the surface.
Term: Stress Tensor
Definition:
A mathematical representation of stress at a point in a material.