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adtzlr avatar adtzlr commented on July 22, 2024

First part: Done. Pushed a new build to PyPi. Please update via pip.

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adtzlr avatar adtzlr commented on July 22, 2024

For the second part: Could you explain your idea in detail? Do you mean something like

def stiffness(list_of_element_areas):
    #code for stiffness matrix
    return KT

How would you like to have this implemented? I mean TrussPy is meant for nonlinear deformation analysis of truss structures. So the stiffness matrix changes in EVERY increment. Would you like to access the stiffness matrix for every increment AFTER the job has completed? For example something like

M.Results.R[10].KT(list_of_element_areas)

for the 10-th increment?

Actually I'm not really sure if this makes sense in the nonlinear case at all. This kind of optimization seems more useful for the geometric linear case with small nodal displacements (and constant stiffness matrix) for me - please correct me if I'm wrong.

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Giannis1993 avatar Giannis1993 commented on July 22, 2024

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adtzlr avatar adtzlr commented on July 22, 2024

I'll close this issue and created #13 for the second part as the title of this issue was already solved.

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