7. Modeling E

E-modeling is similar to D-modeling, except that there is no transverse reinforcement.

7.1. Results

The values of \(\mathit{SIXX}\) are recorded at node \(\mathrm{NO1}\) (no test on \(\mathit{SIYY}\) in the absence of transverse reinforcements because the stresses are only calculated in the main direction of the reinforcements)

	\(\mathit{SIXX}\)
Instant	Reference	Aster_code	Ecart
1	2.09416E+08	2.09416E+08	0
2	— 1.21555E+08	— 1.21555E+08	0
3	— 1.82862E+08	— 1.82862E+08	0
4	1.52164E+08	1.52164E+08	0
5	2.02506E+08	2.02506E+08	0
6	—7.59307E+07	—7.59307E+07	0

Notes:

The results shown are given in the reference frame \(({X}_{\mathrm{ref}},{Y}_{\mathrm{ref}})\) making an angle of \(0°\) with respect to \((X,Y)\) .