3. Modeling A#

3.1. Characteristics of modeling#

A DIS_TR_L element with 2 nodes of zero size (idem 1.1).

Node \(\mathrm{N2}\): we block everything.

A \(\mathrm{N3}\) node: we impose \({F}_{x}\) in steps \(\mathrm{1 000 }N\) and \({M}_{y}\) in steps of \(\mathrm{3 000 }\mathrm{N.mm}\) with the time card:

\(t\)

7

42

-6.

-17.

3.2. Characteristics of the mesh#

1 SEG2.

2 knots.

3.3. Tested sizes and results#

Identification

Reference

% difference

Displacement \(\mathrm{UX}\), Node \(\mathrm{N3}\), Order 2

9.468E-02

(Direct calculation and

Displacement \(\mathrm{DRY}\), Node \(\mathrm{N3}\), Order 2

1.275E-03

exact)

Displacement \(\mathrm{UX}\), Node \(\mathrm{N3}\), Order 8

3.7366

Incremental calculation

Displacement \(\mathrm{DRY}\), Node \(\mathrm{N3}\), Order 8

1.3754E-02

exact

Displacement \(\mathrm{UX}\), Node \(\mathrm{N3}\), Order 12

2.6799

Incremental calculation

Displacement \(\mathrm{DRY}\), Node \(\mathrm{N3}\), Order 12

5.3598E-04

exact

Internal Variable 1, Node \(\mathrm{N3}\), Order 2

9.6574E-02

Exact Direct Calculation

Internal Variable 1, Node \(\mathrm{N3}\), Order 3

1.07417

Exact Incremental Calculation

Internal Variable 1, Node \(\mathrm{N3}\), Order 11

9.6574E-02

Exact Incremental Calculation

Internal Variable 1, Node \(\mathrm{N3}\), Order 12

1.07417

Exact Incremental Calculation

3.4. note#

The reference solution is the numerical solution of a problem to an unknown determined by*Code_Aster*.