Line integral in a uniform force field

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Discussion Overview

The discussion revolves around the evaluation of line integrals in a uniform force field, specifically addressing the notation and limits used in the derivation of work as presented in Kleppner and Kollenkow's text. Participants explore the implications of the notation and seek clarity on the mathematical representation of the integrals involved.

Discussion Character

  • Technical explanation
  • Conceptual clarification
  • Debate/contested

Main Points Raised

  • One participant expresses confusion about the limits of integration in the context of line integrals, questioning how to interpret the notation used in the derivation.
  • Another participant explains that the three integrals represent contributions from each axis and suggests that the limits should reflect the differences in coordinates.
  • A participant seeks to mathematically justify the notation used for the limits, expressing concern over the implications of the notation on the results of the integration.
  • There is a clarification that the notation may be shorthand for a more complex integral, with a suggestion that it is not a volume integral but rather a line integral.
  • One participant introduces the concept of path independence in conservative force fields, arguing that the integral can be evaluated along any path connecting two points.
  • Another participant emphasizes the importance of using the correct definition of line integrals, suggesting that the notation in the book could be misleading.

Areas of Agreement / Disagreement

Participants express differing views on the clarity and appropriateness of the notation used in the derivation. While some find the explanation satisfactory, others remain unconvinced and seek further clarification. No consensus is reached regarding the interpretation of the notation.

Contextual Notes

Participants note that the notation may lead to confusion, particularly regarding the representation of the integrals and the implications of the limits. The discussion highlights the need for careful consideration of definitions and assumptions in the context of line integrals.

Born
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I have had some trouble with Kleppner and Kollenkow's derivation of work in a uniform force field. As the attached image shows, all three integrals (with respect to dx, dy, dz) are evaluated as follows: $$\int_{x_a, y_a, z_a} ^ {x_b, y_b, z_b}$$ . I am not sure how to proceed with such limits.

Any help is more than welcome. Thanks!
 

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Welcome to PF Born :smile:

So the three integrals each calculate the contribution from each axis to the resultant force. I don't know why they put the limits like that, but you can see it like this: dx ([itex]i[/itex] direction) must go from some x to another x right? In this case [itex]x_{b}-x_{a}[/itex] and the same for he other directions.

Now [itex](x,y,z)[/itex] is just r

Hope that helps.
 
Thank you for the quick response. It does intuitively make sense to me in the way you've said it, yet it feels weird since I know that after my integrations I would get something that will look like this:

$$x(x_b, y_b, z_b) - x(x_a, y_a, z_a) \text{ (same with}\ y \text{ and}\ z \text{)}$$

$$ \text{How could I show (mathematically) that:}\ x(x_b, y_b, z_b)=x(x_b), x(x_a, y_a, z_a)=x(x_a), \text{ etc?}$$
 
Born said:
Thank you for the quick response. It does intuitively make sense to me in the way you've said it, yet it feels weird since I know that after my integrations I would get something that will look like this:

$$x(x_b, y_b, z_b) - x(x_a, y_a, z_a) \text{ (same with}\ y \text{ and}\ z \text{)}$$

Something like this actually, $$r_b(x_b, y_b, z_b) - r_a(x_a, y_a, z_a)$$

Born said:
$$ \text{How could I show (mathematically) that:}\ x(x_b, y_b, z_b)=x(x_b), x(x_a, y_a, z_a)=x(x_a), \text{ etc?}$$

I am afraid I don't get you here. Seems you got mixed up? see my above respond. Hopefully it will clear things up.
 
I got what you said, it just isn't satisfactory. There must be a reason why the limits were given thusly.
 
[tex]\int_{x_a, y_a, z_a}^{x_b, y_b, z_b} dzdydx[/tex]
is simply shorthand for
[tex]\int_{x_a}^{x_b}\int_{y_a}^{y_b}\int_{z_a}^{z_b} dzdydx[/tex]
 
It's not a volume integral as suggested in the previous posting but a line integral in a pretty awful notation. The correct way is to say we have a curve [itex]C[/itex], defined, e.g., parametrically as a function [itex]\vec{r}:[0,1] \rightarrow \mathbb{R}^3[/itex]. Then the line integral of a vector field along the curve [itex]C[/itex] is defined as a simple integral over the parameter:
[tex]\int_{C} \mathrm{d} \vec{r} \cdot \vec{V}(\vec{r}):=\int_0^1 \mathrm{d} t \; \frac{\mathrm{d} \vec{r}(t)}{\mathrm{d} t} \cdot V[\vec{r}(t)].[/tex]
Now, sometimes the vector field is "conservative", i.e., the integral doesn't depend on the curve (perhaps restricted to cuves within a certain region of space) but only on the boundary points of the curve. Then you may write the integral in the sloppy way as in the scan of the book.

The specific form of the parametrization chosen is to first integrate from [itex](x_a,y_a,z_a)[/itex] along a straight line parallel to the [itex]x[/itex]-axis to [itex]x_b,y_a,z_a[/itex] and so on.

This is however, unnecessarily complicated. Since the force field is homogeneous in the example, i.e., [itex]\vec{F}(\vec{r})=\text{const}[/itex] you can integrate along any path connecting the two points, because the line integral is path independent anywhere, because it's analytic everywhere and [itex]\vec{\nabla} \times \vec{F}=0[/itex] everywhere. Then according to the Poincare lemma, the line integral is path independent. So we can chose just a straight line connecting the points [itex]\vec{a}[/itex] and [/itex]\vec{b}[/itex],
[tex]\vec{r}(t)=\vec{a} + t (\vec{b}-\vec{a}) ,\quad t \in [0,1].[/tex]
This gives
[tex]W_{ba}=\int_0^1 \mathrm{d} t (\vec{b}-\vec{a}) \cdot \vec{F}=(\vec{b}-\vec{a}) \cdot \vec{F},[/tex]
because [itex]\vec{F}=\text{const}[/itex].
 
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Thank you vanhees71! Now I believe I'm beginning to understand the reasoning behind the notation.

Does this mean that it's just notation as well when the integral is broken up (i.e. dr becomes dx, dy, and dz) and therefore each integral should be treated as a straight line through each of the component's endpoints?

So; $$\int_{x_a} ^ {x_b}\, dx$$
 
To stress it again: You should really use the definition of the line integral of a vector field as I've written down in my previous posting. The way the integral is done in the book is very misleading. It only works out right, because here you integrate over a constant force field!
 

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