| Product Description | ||||
| Optional Analysis Modules | ||||
|
MSC.NASTRAN offers a wide variety of analysis types, including linear statics, normal modes, buckling. Optional analysis modules can be added to support heat transfer, dynamics, frequency response, transient response, random response, and response spectrum analysis as your analysis requirements increase.
Virtually any material type can be modeled, including composites and hyperelastic materials. Advanced features include superelements (substructuring), component mode synthesis, and DMAP (a tool kit for creating custom solutions in support of your proprietary applications).
Superior element technology and robust numerical methods are the foundation of MSC.NASTRAN. The program includes h- and p-elements, and both can be mixed in the same model for increased modeling accuracy with minimal computer resources. The p-elements conform closely to a structure's curved geometry and can therefore be highly accurate for detailed stress analysis. These elements automatically adapt to the desired accuracy level. Sparse matrix numerical methods, incorporated in every analysis type, greatly increase the solution speed and reduce the amount of disk space, making numerical processing fast and efficient.
In addition, MSC.NASTRAN features state-of-the-art solution algorithms and procedures including the industry leading sparse matrix solver for fast, accurate solutions. This speed means that more design alternatives can be explored in any given period of time.
|
|
| Element Type | Element Name | Description |
|---|---|---|
| Scalar | ELAS MASS |
Scalar spring (several variations) Scalar Mass (several variations) |
| 1D | BAR BEAM BEND ROD, CONROD TUBE |
Simple beam element Complex beam element including shear center offset and variable cross section Curved beam, pipe, or elbow Rod element Tension-compression-torsion element |
| 2D | QUAD4 QUAD8 QUADR SHEAR TRIA3 TRIA6 TRIAR |
Quadrilateral plate with membrane-bending
or plane strain behavior Higher-order quadrilateral shell element Quadrilateral membrane or shell Shear panel Triangular plate with membraine-bending or plain strain behavior Higher-order triangular shell element Triangular membrane or shell |
| 3D | HEXA PENTA TETRA |
Six-sided solid element with 8-20 grid
points Five-sided solid element with 6-15 grid points Four-sided solid element with 4-10 grid points |
| Rigid | RBAR RBE1 RBE2 RROD RTRPLT |
Rigid bar element Rigid body connected to an arbitrary number of grid points Rigid body with independent DOFs at a grid point and dependent DOFs at an arbitrary number of grid points Pin-ended rigid rod Rigid triangular plate |
| Interpolation | RBE3 RSPLINE |
Defines the motion of a reference point
as the weighted average of the motions at a set of other grid points Multipoint constraints for the interpolation of displacements at grid points |
| Composites | BEAM QUAD4 QUAD8 TRIA3 TRIA6 |
Complex beam element Quadrilateral plate Higher-order quadrilateral plate Triangular plate Higher order triangular plate |
| p-Elements | HEXA PENTA TETRA |
Six-sided solid element with 8-20 grid
points Five sided solid element with 6-15 grid points Four-sided solid element with 4-10 grid points |
| Axisymmetric | CONEAX TRIAX6 |
Conical shell Triangular cross section ring |
| Crack Tip | CRAC2D CRAC3D |
Two-dimensional crack tip element Three-dimensional crack tip element |
| General | CONM1 CONM2 DMI GENEL |
6-by-6 symmetric mass matrix Concentrated mass with offsets Direct matrix input General element |
| Load Type | Load Name | Description |
|---|---|---|
| Point | FORCE MOMENT |
Concentrated force (several variations) Concentrated moment (several variations) |
| Curve | GMLOAD PLOAD1 |
Load distributed along a geometric curve Concentrated, uniform, or linear load applied to 1D elements |
| Surface | GMLOAD PLOAD |
Load distributed along a geometric surface Pressure load applied to 2D elements or the face of 3D elements (several variations) |
| Volume | GRAV RFORCE |
Steady-state acceleration vectors Angular velocity or acceleration |
| Enforced Motion | GMBC GMSPC SPC |
Enforced displacements for geometry (curves
and surfaces) Constraints applied to geometry Constraints applied to grid points (several variations) |
| Thermal | TEMP TEMPP1 TEMPRB |
Temperatures applied to grid points (several
variations) 2D element temperature field 1D element temperature field |
| Axisymmetric | FORCEAX MOMAX PLOAD1X PRESAX SPCAX TEMPAX |
Concentrated force Concentrated moment Surface traction Pressure loading Constraints Applied temperatures |
| General | DMI | Direct matrix input |
| Combination | LOAD | Combines load sets |
Vendor Model Processor Operating System Compaq Alpha EV-5, EV-4 UNIX 4.0D HP 9000 PA-RISC 1.1
PA-RISC 2.0
V-Class, PA-RISC 2.0HP-UX 10.20
HP-UX 10.20
HP-UX 11.0IBM RISC System/6000 PowerClassic, Power2 AIX 4.3.1
Intel x86 and compatibles 386+ Windows NT 3.5, 4.0 Intel 386+ Linux 2.0.36 Silicon Graphics R4K, R5K
R8K, R10KIRIX 6.2, 6.5
IRIX64 6.4, 6.5Sun SPARC SuperSPARC
UltraSPARCSolaris 2.5.1, 2.6, 7
Solaris 2.5.1, 2.6, 7