2. Modeling A

2.1. Characteristics of modeling

Elements POU_D_T, DIS_T

2.2. Characteristics of the mesh

Number of nodes	Number of elements
10	9

Table 2.2-1

2.3. Tested sizes and results

Point	Quantity and Unit	Value AFNOR	Value	Value Pipestress	Value Aster	Variance: Aster- AFNOR
(%) »
20	Vertical reaction (N)	21,000	21,000	21,000	21013.91236363	0.1 (*)
20	M-Bending moment (N.m)	63 000	63 000	63 000	63050.08450909	0.1 (*)
20	v-arrow (mm)	-10	-10	-10	-10.00662493506	0.1 (*)

Table 2.3-1

(*): the value of the difference of 0.1% being the default value for the verification by the operator TEST_RESU is indicated when the actual difference is smaller than the default value.

2.4. Displacement

Figure 2.4-1