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itamar123
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- What are the general governing equations for Wave Reflection at boundary in solid-solid case?
I'm new to this subject so bear with me and I have a salad in my head. I have some fundamental question regarding wave reflection/transmission. Lets say I have a flexible steel cable connected to an end support (pillar) and waves are induced in that cable. My goal is to get the maximum amount of reflection from this setup. Picture for this case:
https://www.imagebam.com/view/MEWPXEX
<a href="https://www.imagebam.com/view/MEWPXEX" target="_blank"><img src="https://thumbs4.imagebam.com/f0/5b/80/MEWPXEX_t.png" alt="guitar.png"/></a>
I tried reading bits and pieces on this case and this is my current understanding:
The cable's waves are transverse, and so they induce shear waves (and not longitudinal) waves in the Pillar (end support).
the reflected wave amplitude is given by the reflection coefficient, and the higher the acoustic impedance of the pillar (Z2=sqrt(Rho2*G2)) compared to the cable (Z1=Rho1*C1), the higher the coefficient of reflection.
I have a couple of questions,
How does the geometry of the end support play a role? From what I read, it is recommended that the length of the pillar be at least a quarter of the biggest reflected wavelength, so assuming amplitude of 8mm of the cable, the height if the pillar h should be 2mm up and down from the connection point.
Also, How does external constraints on the pillar affect the reflection? meaning, lets say I induce some force on the sides or top of the pillar to constraint its vibration, intution tells me it stiffens it and so increases the reflection, how can I calculate this?
One last question, how does the normal modes of the pillar affect this interaction? Intution tells me that the pillar acts like a HPF or LPF, and the frequencies of the cable that match the normal modes of the pillar are not reflected back as much as the ones that dont.
In that case, will a different, maybe weird geomery reflect waves better?
Whats the connection between the normal modes of the pillar and the coefficient of reflection?
Dont refrain from Math and equations,
If someone can point me to a book/article/paper that covers this topic thoroughly, ideally, a way to make an FEA analysis on this (Using Solidworks Simulation, preferably, ansys is good as well) I'd very much appreciate it.
https://www.imagebam.com/view/MEWPXEX
<a href="https://www.imagebam.com/view/MEWPXEX" target="_blank"><img src="https://thumbs4.imagebam.com/f0/5b/80/MEWPXEX_t.png" alt="guitar.png"/></a>
I tried reading bits and pieces on this case and this is my current understanding:
The cable's waves are transverse, and so they induce shear waves (and not longitudinal) waves in the Pillar (end support).
the reflected wave amplitude is given by the reflection coefficient, and the higher the acoustic impedance of the pillar (Z2=sqrt(Rho2*G2)) compared to the cable (Z1=Rho1*C1), the higher the coefficient of reflection.
I have a couple of questions,
How does the geometry of the end support play a role? From what I read, it is recommended that the length of the pillar be at least a quarter of the biggest reflected wavelength, so assuming amplitude of 8mm of the cable, the height if the pillar h should be 2mm up and down from the connection point.
Also, How does external constraints on the pillar affect the reflection? meaning, lets say I induce some force on the sides or top of the pillar to constraint its vibration, intution tells me it stiffens it and so increases the reflection, how can I calculate this?
One last question, how does the normal modes of the pillar affect this interaction? Intution tells me that the pillar acts like a HPF or LPF, and the frequencies of the cable that match the normal modes of the pillar are not reflected back as much as the ones that dont.
In that case, will a different, maybe weird geomery reflect waves better?
Whats the connection between the normal modes of the pillar and the coefficient of reflection?
Dont refrain from Math and equations,
If someone can point me to a book/article/paper that covers this topic thoroughly, ideally, a way to make an FEA analysis on this (Using Solidworks Simulation, preferably, ansys is good as well) I'd very much appreciate it.