Geometry > kg_QuadPlate


kg_QuadPlate

Purpose

geometric stiffness matrix for quadrilateral plate element for different options

Synopsis

kg = kg_QuadPlate (option,xyz,u,pl)

Description

KG_QUADPLATE geometric stiffness matrix for quadrilateral plate element for different options
  KG = KG_QUADPLATE (OPTION,XYZ,U,PL);
  the function determines the geometric stiffness matrix KG of a quad plate element
  with end coordinates in array XYZ (columns correspond to nodes);
  the geometric stiffness matrix depends on the node displacement values in array U (ndm x nen)
  in the global reference system and on the local nodal force vector PL; (nen = number of nodes)
  OPTION is a character variable with value equal to
  'linear' or 'corotational' for linear and corotational geometry, resp.

Cross-Reference Information

This function calls:

  • DefGeom_Quad determines local coordinates and corotational triad of quadrilateral element
  • Large3du2ul_Quad determine the local displacements of a triangular element
  • Rot2q convert normalized rotation vector to quaternion representation
  • q2Rmat determine rotation matrix from normalized quaternions
  • spin determine the spin tensor of a vector
  • spinblk determine the spin tensors for a group of vectors
This function is called by: