OptFEM3DP1 Toolbox  20130618_070730
Matlab/Octave Optimized P1-Lagrange Finite Element Method in 3D
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ElemStiffMat3DVecP1D0.m File Reference

NAME [Kg]=ElemStiffMat3DVecP1D0(q,me,areas) INPUTS q : matrix 2 x nq me : matrix 3 x nme volumes : vector 1 x nme (elements volume) OUTPUTS Kg : matrix 16x nme DESCRIPTION Compute P1-Lagrange Kg array for Stiff matrix (see report). Numbering of local points in reference element is :

P=[(0, 0, 0), (1, 0, 0), (0, 1, 0), (0, 0, 1)]

Automatic generation with sage (c) Cuvelier F. email:cuvel.nosp@m.ier@.nosp@m.math..nosp@m.univ.nosp@m.-pari.nosp@m.s13..nosp@m.fr Copyright: See License issues. More...

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Functions

function Kg = ElemStiffMat3DVecP1D0 (q, me, volumes)
 NAME [Kg]=ElemStiffMat3DVecP1D0(q,me,areas) INPUTS q : matrix 2 x nq me : matrix 3 x nme volumes : vector 1 x nme (elements volume) OUTPUTS Kg : matrix 16x nme DESCRIPTION Compute P1-Lagrange Kg array for Stiff matrix (see report). Numbering of local points in reference element is :

P=[(0, 0, 0), (1, 0, 0), (0, 1, 0), (0, 0, 1)]

Automatic generation with sage (c) Cuvelier F. email:cuvel.nosp@m.ier@.nosp@m.math..nosp@m.univ.nosp@m.-pari.nosp@m.s13..nosp@m.fr Copyright: See License issues.
 

Detailed Description

NAME [Kg]=ElemStiffMat3DVecP1D0(q,me,areas) INPUTS q : matrix 2 x nq me : matrix 3 x nme volumes : vector 1 x nme (elements volume) OUTPUTS Kg : matrix 16x nme DESCRIPTION Compute P1-Lagrange Kg array for Stiff matrix (see report). Numbering of local points in reference element is :

P=[(0, 0, 0), (1, 0, 0), (0, 1, 0), (0, 0, 1)]

Automatic generation with sage (c) Cuvelier F. email:cuvel.nosp@m.ier@.nosp@m.math..nosp@m.univ.nosp@m.-pari.nosp@m.s13..nosp@m.fr Copyright: See License issues.

Definition in file ElemStiffMat3DVecP1D0.m.

Function Documentation

function Kg = ElemStiffMat3DVecP1D0 (   q,
  me,
  volumes 
)

NAME [Kg]=ElemStiffMat3DVecP1D0(q,me,areas) INPUTS q : matrix 2 x nq me : matrix 3 x nme volumes : vector 1 x nme (elements volume) OUTPUTS Kg : matrix 16x nme DESCRIPTION Compute P1-Lagrange Kg array for Stiff matrix (see report). Numbering of local points in reference element is :

P=[(0, 0, 0), (1, 0, 0), (0, 1, 0), (0, 0, 1)]

Automatic generation with sage (c) Cuvelier F. email:cuvel.nosp@m.ier@.nosp@m.math..nosp@m.univ.nosp@m.-pari.nosp@m.s13..nosp@m.fr Copyright: See License issues.

Definition at line 17 of file ElemStiffMat3DVecP1D0.m.