On 28/06/2021 09:30, 979439736--- via SfePy wrote:

If it is convenient, please tell me both of the numbering sequences. Especially the numbering in the code.

See [1]:

 Locally (in a connectivity row), the DOFs are stored DOF-by-DOF (u_0 in all
 local nodes, u_1 in all local nodes, ...).

 Globally (in a state vector), the DOFs are stored node-by-node (u_0, u_1,
 ..., u_X in node 0, u_0, u_1, ..., u_X in node 1, ...).

r.

[1] https://sfepy.org/doc-devel/src/sfepy/discrete/variables.html?highlight=crea...

thank you very much!

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On 29/06/2021 04:05, 979439736--- via SfePy wrote:

I'm very sorry that I had a problem with the previous statement. What I want to ask is the relationship between the element stiffness matrix and the degree of freedom of the node. Because I want to calculate the element flexibility: c = u’ * ke * u

By "ke * u" you mean the stress in an element? u' is u transposed, u being the displacements?

r.

On 30/06/2021 03:36, 979439736--- via SfePy wrote:

u refers to displacement. Actually, mine is solving strain energy

OK, to evaluate strain energy, you can use (in the context stress_strain() in examples/linear_elasticity/its2D_2.py [1]):

E = ev('dw_lin_elastic.2.Omega(Asphalt.D, u, u)', mode='eval')

It is also possible to get stress and strain in the quadrature points:

strain_qp = ev('ev_cauchy_strain.2.Omega(u)', mode='qp') etc.

Try providing more details or code that we can run, if you need something else.

r.

[1] https://sfepy.org/doc-devel/examples/linear_elasticity-its2D_2.html