ElasticOS
Isotropic Elastic Material For Open Sections
Syntax
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Remarks
It has two DoFs. The elastic stiffness can be expressed as
\[ \mathbf{K}=\begin{bmatrix} E&0\\ 0&\dfrac{E}{2(1+\nu)} \end{bmatrix} \]
Isotropic Elastic Material For Open Sections
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It has two DoFs. The elastic stiffness can be expressed as