en:user:model:mesh:1
Main integer parameters
The main integer parameters of the problem are specified in the name.i1 file on the IP line:
IP NELEM NNOD ITED 0 NGD 0 KPER NPSN 0 KSS
| $\mathtt{NELEM}$ | The total number of elements in the mesh, including any connector elements. | |
|---|---|---|
| $\mathtt{NNOD}$ | The total number of nodes in the mesh. | |
| $\mathtt{ITED}$ | The default value of the element type identification number, see the Reference Manual. It applies when the element type $\mathtt{ITE}$ is not specified in the element description. The default value is $\mathtt{ITED}=56$ for 3D problems and $\mathtt{ITED}=6$ for 2D problems. | |
| $\mathtt{NGD}$ | The default order of numerical integration for an element, $2\le\mathtt{NGD}\le4$. It applies when the integration order $\mathtt{NG}$ is not specified in the element description. The default value is $\mathtt{NGD}=3$. | |
| $\mathtt{KPER}$ | The periodicity key. | |
| $=0$ | non-periodic mesh | |
| $=1$ | periodic mesh | |
| $\mathtt{NPSN}$ | The number of nodes lying on the periodicity surface (for $\mathtt{KPER}=1$), or the number of nodes lying in the plane of symmetry (for $\mathtt{KPER}=0$). | |
| $\mathtt{KSS}$ | The 2D problem type key. For heat transfer problems, only the values $\mathtt{KSS}=0$ (plane problem) and $\mathtt{KSS}=2$ (axisymmetric problem) can be used. | |
| $=-1$ | plane stress ($\sigma_{xz}=\sigma_{yz}=\sigma_{zz}=0$) | |
| $=0$ | plane strain ($\varepsilon_z=0$) | |
| $=1$ | generalized plane strain ($\varepsilon_z=\varepsilon_{z0}=\text{const}$.) | |
| $=2$ | axisymmetric problem (the axis of rotation is the $y$ axis) | |
Note
Although the parameters in the fourth, sixth, and ninth positions are not currently used, the numbers0must still be formally specified.
Note
The IP line must be the first non-empty line in the input file. Lines containing only a comment are also considered empty lines.
