Products: ABAQUS/Standard ABAQUS/Explicit
CINPE4 | 4-node linear, one-way infinite |
CINPE5R(S) | 5-node quadratic, one-way infinite |
CINPS4 | 4-node linear, one-way infinite |
CINPS5R(S) | 5-node quadratic, one-way infinite |
CIN3D8 | 8-node linear, one-way infinite |
CIN3D12R(S) | 12-node quadratic, one-way infinite |
CIN3D18R(S) | 18-node quadratic, one-way infinite |
CINAX4 | 4-node linear, one-way infinite |
CINAX5R(S) | 5-node quadratic, one-way infinite |
ACIN2D2 | 2-node linear, acoustic infinite |
ACIN2D3(S) | 3-node quadratic, acoustic infinite |
Plane stress and plane strain solid continuum elements: ,
2-D acoustic elements: ,
3-D solid continuum and acoustic elements: , ,
Axisymmetric solid continuum and acoustic elements: ,
Normal directions are not specified at nodes used in acoustic infinite elements; they will be computed automatically. See Infinite elements, Section 14.2.1, for details.
For two-dimensional, plane strain, and plane stress elements, you must provide the thickness of the elements; by default, unit thickness is assumed.
For three-dimensional and axisymmetric solid elements, you do not need to specify a thickness.
For acoustic elements, you must specify the coordinates of the reference point in addition to the thickness.
Input File Usage: | *SOLID SECTION |
No output is available from ABAQUS/Explicit for infinite elements. Stress and other tensors (including strain tensors) are available from ABAQUS/Standard for infinite elements with displacement degrees of freedom. All tensors have the same components. For example, the stress components are as follows:
S11 | direct stress or radial stress for axisymmetric elements. |
S22 | direct stress or axial stress for axisymmetric elements. |
S33 | direct stress (not available for plane stress elements) or hoop stress for axisymmetric elements. |
S12 | shear stress or shear stress for axisymmetric elements. |
S13 | shear stress (not available for plane stress, plane strain, and axisymmetric elements). |
S23 | shear stress (not available for plane stress, plane strain, and axisymmetric elements). |