Calculating elastic constants Cijkl

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Homework Help Overview

The original poster is attempting to determine the elastic constants Cijkl for nickel, which has a face-centered cubic (FCC) lattice structure, using the velocities of longitudinal and transverse sound waves. The problem involves understanding the relationship between wave speeds and the elastic constants in the context of solid mechanics.

Discussion Character

  • Exploratory, Conceptual clarification, Assumption checking

Approaches and Questions Raised

  • Participants discuss the use of the equation relating wave velocity to elastic constants and density, but there is confusion about how to interpret the indices in Cijkl and how to apply the wave speeds. Some participants suggest that the problem may involve assumptions about isotropy, while others question the relevance of certain matrices and definitions presented in external links.

Discussion Status

There is ongoing exploration of the relationships between the elastic constants and wave speeds, with some participants providing insights into the stiffness matrix and its components. However, there is no explicit consensus on the approach, and participants continue to seek clarification on the indices and assumptions needed for the problem.

Contextual Notes

Participants note that the course is introductory, which may imply that certain assumptions about the material properties, such as isotropy, could be necessary. There is also a mention of a looming exam, indicating time constraints on the discussion.

tuomas22
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Homework Statement


Longnitudal and transverse soundwaves in nickel (FCC lattice) moves at velocities 5300m/s 3800m/s. Determine the elastic constants Cijkl


Homework Equations



v =\sqrt{C_{ij}/\rho}

The Attempt at a Solution


I guess I can calculate Cij with that equation...but I don't understand how I get the indices ij, or ijkl...And I don't understand how am I supposed to use the longnitudal AND transverse wave speeds...
 
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been a while, but as I remember it, the elastic stiffness tensor relates stress to strain y
\sigma_{ij} = \textbf{C}_{ijkl} \epsilon_{kl}

in the anisotropic case, the are upto 21 independentcomponest \textbf{C}_{ijkl}to see:
http://www.efunda.com/formulae/solid_mechanics/mat_mechanics/hooke.cfm

when the material is isotropic, things simplify a fair bit & the stiffness tensor can be represented uniquley by 2 parameters (often E and \nu, the young's modulus & poisson's ratio)
http://www.efunda.com/formulae/solid_mechanics/mat_mechanics/hooke_isotropic.cfm

these should be reasonably easily relatable to the longitudinal & transverse wave speeds...
 
Thanks for answer. But I still didnt get it. There was some strange matrices in those links, and we haven't talked about those in the class, so I don't think that's what I'm supposed to use.

I also didnt understand the indices. For example if I have i=2 and j=1 for C21, what does it exactly mean?
 
one last cry for help. then i quit :) exam tomorrow :(
 
do you have any more info?

is the material isotropic & how many dimensions are you working in?
 
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nope that's all I have :(
but this is an introductory course, so maybe I am supposed to make some assumptions? I don't know...

lets assume it's isotropic
 
Last edited:
ok i believe Cij is the component of the stiffness matrix as outlined above, there's no reall easy way to go through it... Cij is the ith row, jth component of thw stiffness matrix given in
http://www.efunda.com/formulae/solid_mechanics/mat_mechanics/hooke_isotropic.cfm
(a condensed matrix form of the full cijkl tensor)

i'm not too sure what C12 means, but in the matrix it relates the stress in the x dir'n to a normal strain in the y dir'n... so 1-3 represent normal stress/strain, 4-6 shear stress/strain..

then i think C11, C22, C33 will represent the longitudinal speeds (all same in isotropic)
while C44, C55, C66 will represnet the shear wave speeds (all same in isotropic)

from a bit of googling on elastic isotropic materials, to remember this stuff...

first shear velocity is relateable to the shear mdoulus
v_s = \sqrt{\frac{G}{\rho}}
The shear modulus is then relateable to young's modulus & poissons ratio by
G = \frac{E}{2(1+\nu)}}

now longitudinal velocity is relateable to young's modulus & poissons ratio by
v_s = \sqrt{\frac{E(1-\nu)}{\rho(1-2\nu)(1+\nu)}}

so you shold be able to solve for E & nu, knowing vp, vs & denisty & assuming linear elastic isotropic

this would then allow you to fill out the stiffness matrix as given... ie the Cij
note i think vp = sqrt(C11/rho) and vs = sqrt(C44/rho) which gives some cofidence that we're on the right track

anyway hope this of some help, if its introductory we may be deving into it a bit much...
 
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http://www.ndt-ed.org/EducationResources/CommunityCollege/Ultrasonics/Physics/elasticsolids.htm

this is the only website i found that references the elastic constants as you have...
 

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