Hi Daniel,

Thank you so much for your detailed Explanation. As you said earlier, I
have to do the eigen value analysis.  You explanation has given me an
approach to start with. I can not thank you enough.

Warm regards

Ramprasad

On Tue, Jun 25, 2019 at 6:27 PM Daniel Garcia-Sanchez <
[email protected]> wrote:

>
>
> On Monday, June 24, 2019 at 11:36:32 PM UTC+2, Ramprasad R wrote:
>>
>> Hello Bangerth,
>>
>> The terms N_* are the resultant forces in the * direction and these
>> forces are calculated using the strains which in turn are calculated using
>> the displacements u. So the terms N_* are not constants, rather change with
>> each element. And these values directly depend on u.
>>
>>
>>>
> Hi Ramprasad,
>
> I think that you want to do an eigenvalue calculation (step-36)
>
> I think that first you have to do an static calculation before your
> eigenvalue calculation in order to obtain the values for N_* (step-8)
>
> As discussed in your paper, the typical eigenvalue problem for the elastic
> equation takes this form, where omega^2 is your eigenvalue and Phi the
> eigenvector
> (K - omega^2 M)*Phi = 0
>
> For the buckling case lambda is your eigenvalue.
> (K - lambda G)*Phi = 0
>
> The calculation of K can be found in step-8, step-62 (or other tutorials).
>
> I think that in order to calculate G you need the resulting strain of an
> static calculation. You can do the static calculation, store the strain in
> a temporary buffer and use that data to calculate G. step-18 shows you how
> to do this.
>
> Once you have K and G, you can do an eigenvalue calculation. step-36 shows
> you how to do an eigenvalue calculation. Note that in step36 the stiffness
> matrix is called A.
>
> The equation in step36 is
> (D-epsilon M)*Phi=0
> which is very similar to the buckling equation.
>
> Best,
> Daniel
>
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