28x

004776

0001-01-01

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2.8.2.2 Flowchart

where

Table 2.2
D^e	stiffness matrix of the material, constitutive matrix
B	matrix due to geometry and basic type of the FE function ε^e = B ⋅ d^e
$K_{M}^{e}$	material FE stiffness matrix
$K_{σ}^{e}$	geometric FE stiffness matrix
$K_{T}^{e}$	FE overall stiffness matrix
K^g	global stiffness matrix of the entire model
f^e	FE nodal forces vector
f^g	global nodal forces vector (loading on entire model), vector of the right sides
d^e	nodal parameter vector of FE deformation
d^g	global nodal parameter vector of deformation, vector of the unknown
ε^e	strain vector
σ^e	vector of internal forces

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