Package for Machine Design

Finite Element Analysis in Structural Mechanics

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en:ref:name:i4

Table of Contents

name.i4

Program

FEFS

Format

; program control IP KREST KSOL

; optional real parameters RP PIVAL

; end of input data EN EN

Annotations

$\mathtt{KREST}$The key of restart.
$=1$assemble and eliminate the global stiffness matrix, then solve for all load cases
$=2$only solve for additional load cases
$\mathtt{KSOL}$The key of linear solution method.
$=1$direct frontal solver (default)
$=2$parallel sparse direct solver
$\mathtt{PIVAL}$The minimum allowed pivot value in the matrix factorization. The default value is $10^{-6}.$
Note
The prerequisites for using $\mathtt{KREST}=2$ are:
i) the global stiffness matrix has already been eliminated, i.e., the program has run at least once with $\mathtt{KREST}=1,$
ii) the additionally entered load cases have already been processed with $\mathtt{KREST}=2,$
iii) the additional right-hand side vectors have already been assembled with $\mathtt{KREST}=2.$
en/ref/name/i4.txt · Last modified: 2024-11-27 15:23 by Petr Pařík