Wave equation for an elastic rod

In summary, the conversation discusses the derivation of the wave equation governing the longitudinal motion of a thin, elastic rod. The equation is derived by considering the net force acting on an element of the rod, which is found to be proportional to the strain at its respective locations. However, the individual discussing the problem is having difficulty finding the correct solution due to missing the fact that there are two forces acting on each element of the rod, one to the left and one to the right. Both forces are also proportional to the strain at their respective locations.
  • #1
thomas19981
IMG_0098.JPG
1. Homework Statement

The figure below shows a section of a thin, elastic rod of density ##\rho##, cross sectional area ##A##, and modulus of elasticity ##E##.
upload_2017-11-9_15-42-49.png

By considering the net force acting on an element of the rod, derive the wave equation governing its longitudinal motion:

##\frac{\partial^2(\xi)}{\partial t^2}=\frac{E}{\rho}\frac{\partial^2(\xi)}{\partial x^2}##

where ##\xi## is the displacement of the medium from its equilibrium position.

Homework Equations

The Attempt at a Solution


My solution is inserted as an image but I can't see where I'm going wrong with this question.
Many thanks in advance.



 

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  • #2
You are missing the fact that there are two forces acting on each element of the rod. One to the left and one to the right. Both are proportional to the strain at their respective locations.
 
  • #3
Orodruin said:
You are missing the fact that there are two forces acting on each element of the rod. One to the left and one to the right. Both are proportional to the strain at their respective locations.
Orodruin said:
You are missing the fact that there are two forces acting on each element of the rod. One to the left and one to the right. Both are proportional to the strain at their respective locations.
Hi. I've considedered the two forces in the different locations but I seem to be running into a similar problem.
 

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  • #4
Can you please write down your work in text rather than attaching it as images? (As stated in the homework rules.) It is very annoying to have to look at a computer screen turned 90 degrees and to read your hand-written things in relatively bad resolution.
 

1. What is the Wave Equation for an Elastic Rod?

The Wave Equation for an Elastic Rod is a mathematical equation that describes the behavior of waves traveling through a rod made of an elastic material. It takes into account the properties of the material, such as its elasticity and density, to determine how the waves will propagate through the rod.

2. How is the Wave Equation for an Elastic Rod derived?

The Wave Equation for an Elastic Rod is derived from the general wave equation, which describes the propagation of waves in any medium. It takes into account the specific properties of the elastic material and the geometry of the rod to create a more specialized equation.

3. What are the assumptions made in the Wave Equation for an Elastic Rod?

The Wave Equation for an Elastic Rod makes several assumptions, including that the rod is made of a homogeneous and isotropic material (meaning it has the same properties in all directions), that it is long and thin compared to its length, and that the waves travel in a straight line along the rod's axis.

4. How is the Wave Equation for an Elastic Rod used in practical applications?

The Wave Equation for an Elastic Rod is used in various practical applications, such as in seismology to study earthquake waves, in engineering to design structures that can withstand vibrations, and in medical imaging to analyze the properties of bones and tissues.

5. How does the Wave Equation for an Elastic Rod relate to other wave equations?

The Wave Equation for an Elastic Rod is a specific case of the more general wave equation, which also includes the equations for sound waves, electromagnetic waves, and other types of waves. It is also related to the Euler-Bernoulli beam equation, which describes the vibrations of beams under certain conditions.

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