6. D modeling

6.1. Modelling characteristics: d-plan (QUAD4 + TRIA3)

Boundary conditions:

side \(\mathrm{AB}\)	DDL_IMPO: (GROUP_NO = bordAB DY = 0.)
side \(\mathrm{EF}\)	FACE_IMPO: (GROUP_MA = faceEF DNOR = 0.)
on	normal displacement imposed on \(5.72E-5m\)
	FACE_IMPO: (GROUP_MA = FaceAE DNOR = -5.72 E-5)

Node names:	\(A=\mathrm{N23}\)	\(B=\mathrm{N1}\)	\(C=\mathrm{N391}\)
	\(D=\mathrm{N369}\)	\(E=\mathrm{N451}\)	\(F=\mathrm{N751}\)
	\(H=\mathrm{N92}\)	\(G=\mathrm{N447}\)

6.2. Characteristics of the mesh

Number of knots: 759

Number of meshes and types: 704 TRIA3, 352 QUAD4

6.3. Tested sizes and results

Location	Size	Reference Value	Reference Type	Tolerance
\(C\)	Field REAC_NODA, comp FX	0.1360	“NON_DEFINI”	3.5%
	Field REAC_NODA, comp FY	0.056	“NON_DEFINI”	4.1%
\(H\)	Field REAC_NODA, comp FX	0.14686	“NON_DEFINI”	7.4%
	Field REAC_NODA, comp FY	0.0108	“NON_DEFINI”	7.1%
\(G\)	Field REAC_NODA, comp FX	0.1138	“NON_DEFINI”	0.3%
	Field REAC_NODA, comp FY	0.093	“NON_DEFINI”	0.7%

6.4. notes

We check that the nodal forces of reaction are zero at all the nodes, except on the nodes of the line \(\mathrm{AE}\), \(\mathrm{EF}\) and \(\mathrm{AB}\).