GLBMATRIX

Global Matrix Output Request

Description: Requests output of the global stiffness, differential stiffness, damping, and mass matrices at selected phases of analysis at specified grid points.

Format:

Example:

GLBMATRIX(KA, MA) = 25

Option Definition Type Default
KG Include output of the global stiffness matrix before modification for multipoint constraints. Character
KN Include output of the global stiffness matrix after modification for multipoint constraints. Character
KF Include output of the global stiffness matrix after modification for single point constraints. Character
KA Include output of the global stiffness matrix after reduction to the analysis set. Character
MG Include output of the global mass matrix before modification for multipoint. Character
MN Include output of the global mass matrix after modification for multipoint. Character
MF Include output of the global stiffness matrix after modification for single point constraints. Character
MA Include output of the global mass matrix after reduction to the analysis set. Character
BG Include output of the global damping or differential stiffness matrix before modification for multipoint constraints. Character
BN Include output of the global damping or differential stiffness matrix after modification for multipoint constraints. Character
BF Include output of the global damping or differential stiffness matrix after modification for single point constraints. Character
BA Include output of the global damping or differential stiffness matrix after reduction to the analysis set. Character
ALL The specified matrices at all grid points will be output. Character
n Set identifications number of a previously appearing SET command. Only grid points whose identification numbers appear on this SET will be included in the output. Integer > 0
NONE Matrix output will be suppressed. Character

Remarks:

  1. Selecting ALL for even small models may result in a very large Model Results File.
  2. If no matrix type (KG, KN, KF, KA, etc.) is specified, all types will be output.
  3. Output is not supported for all matrix types at all phases of analysis. A request for a phase that is not supported will result in no output for that phase with no warning message.
  4. The B matrix types can be used to output global differential stiffness in solutions where this matrix is generated (i.e., buckling and prestress).