Calculating Stress with Elemental Volumes: Why?

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Discussion Overview

The discussion centers around the reasoning behind using elemental volumes to calculate stress in a rigid body, particularly when determining stress at a specific point on an exposed plane. Participants explore the merits and drawbacks of using planes versus volumes in stress analysis, touching on theoretical and conceptual aspects of continuum mechanics.

Discussion Character

  • Debate/contested
  • Conceptual clarification
  • Technical explanation

Main Points Raised

  • One participant questions the necessity of using an elemental volume for stress calculations, suggesting that using a simple plane would be more straightforward and logical for determining stress at a specific point.
  • Another participant defends the use of a cube as a unit volume, arguing that it is the simplest geometry and allows for a comprehensive analysis of stresses acting on surfaces.
  • A participant emphasizes that while a plane can be defined with specific dimensions, it inherently extends to infinity, complicating the analysis of localized stresses.
  • One participant introduces the concept of the stress tensor and its relation to surface traction, suggesting that a more complex formulation is needed beyond a simple plane.
  • Another participant argues that stresses in one direction can induce stresses in other directions, necessitating the examination of volumes rather than planes for accurate analysis.
  • One participant acknowledges the limitations of a plane extending to infinity but maintains that a defined plane with finite dimensions could still be useful for stress analysis.

Areas of Agreement / Disagreement

Participants express differing views on the appropriateness of using planes versus volumes for stress calculations. There is no consensus on which method is superior, and the discussion remains unresolved regarding the best approach for analyzing stress at a point.

Contextual Notes

Participants highlight the complexities involved in continuum mechanics, including the implications of using infinite planes versus finite volumes, and the interdependence of stresses in three dimensions. Limitations in the discussion include assumptions about the applicability of certain geometries and the need for further theoretical development.

Cyrus
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Ok, I asked this before, but I was not happy with the anwser and I will ask it again. Let's say we have a rigid body. We section the body, and now there is an exposed plane with internal forces present, that become exposed to the section. If we look at a point on the exposed part, we want to know the stress at that point. So WHHYYYYYY do they use an elemental volume to do this? You can do it much simpler by using a plane. Just find the stress along three mutually orthogonal planes that pass through the point. Then any plane will be some linear combination of these three plains. Why the heck are they using a elemental VOLUME to do the work of a PLANE. If you have an elemental volume, then the point your conrcerned with lies somewhere inside the volume. So that means the value of shear stress you calculate will be some SMALL distance away from the point you actually WANT. (Unless the point lies on one of the faces of the volume). In that case you would get the same anwser as i am stating with the use of planes, but you would get the most error using the other faces to find the shear in an orthogonal direction. This is really starting to bug me. :mad:
 
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What is the objection to a simple cube as a unit volume or dV -> 0, as dx, dy, dz -> 0?

In Cartesian coordinates (3-D, with mutual orthogonal axes), a cube is the simplest geometry. Stresses and pressure operate on a surface, and a cube has 6 surfaces, 1 facing each of 6 directions (1 + and 1-) in each dimension.

One could use annular or spherical sections in cylindrical or spherical coordinates.

Working a square in 2-D is the same as a cube in 3-D. In 2 D, if one assumes a shear stress, then there is an implicit assumption of unit depth and uniform stress in the third (depth) dimension.

Forces can be thought of as operating on a point - normal and shear stresses operate on a surface.
 
yes, all right fine,... a cube is the simplest geometry sure, I am not arguing that. It IS a unit volume sure, that's fair too! :-) But I am saying, if you want the stress at a POINT, why not just use a SIMPLE PLANE!? It seems more straight forward and logical than using a volume! :-) Do you see what I am saying. If I have a plane with normal in the z, and dimensions dx and dy, then i can find the stress on the plane orientend in the z direction, no need for a cube. And this occurs EXACTLY at the point c, whereas a cube, the stress at that face of the cube acts somewhere NEAR the point c, because point c won't lie EXACLTY on that surface, it will be below it since its inside the cube! See the difference.
 
I'm interested how you'd formulate your continuum theory using only a plane. For a plane you end up with the 'definition' of the stress tensor,

[tex] \overline{t} = \overline{n} \cdot \sigma[/tex]

where [itex]\overline{t}[/itex] is the surface traction vector, [itex]\overline{n}[/itex] the outward unit normal and [tex]\sigma[/itex] the stress tensor. <br /> <br /> To get further from there you need essentially momentum principles or a differential geometric treatment. Or you know something we don't <img src="https://cdn.jsdelivr.net/joypixels/assets/8.0/png/unicode/64/1f642.png" class="smilie smilie--emoji" loading="lazy" width="64" height="64" alt=":smile:" title="Smile :smile:" data-smilie="1"data-shortname=":smile:" /> ?<br /> <br /> (wonder if the latex thing is related to the upgrade?)[/tex]
 
cyrusabdollahi said:
yes, all right fine,... a cube is the simplest geometry sure, I am not arguing that. It IS a unit volume sure, that's fair too! :-) But I am saying, if you want the stress at a POINT, why not just use a SIMPLE PLANE!? It seems more straight forward and logical than using a volume! :-) Do you see what I am saying. If I have a plane with normal in the z, and dimensions dx and dy, then i can find the stress on the plane orientend in the z direction, no need for a cube. And this occurs EXACTLY at the point c, whereas a cube, the stress at that face of the cube acts somewhere NEAR the point c, because point c won't lie EXACLTY on that surface, it will be below it since its inside the cube! See the difference.

Because you are using a differential cube. A differential cube is a cube whose volume approaches zero so it becomes a point while a plane---by definition---extends to infinity. You need to look at a volume because stresses in one direction will induce stresses in a the other two directions (3D Hooke's law and Poisson's ratio) so one cannot analyze the stresses in the xz-plane only. You have to look at your body---which itself is a volume---as increasingly smaller volumes. Forces act on real volumes not imaginary planes.
 
very nice explanation faust. very nice... I realize the plane has that problem, extending to infiinty; however, that's why I placed the stipulation that it has sides dx and dy, and normal in the z direction, (so that it would not extend out to infinity).
 

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