Modeling A ============== Characteristics of modeling ----------------------------------- This modeling is a tensile test under imposed deformation, on a cube that is free to deform in the direction perpendicular to the load. The load is imposed on side HAUT following DZ: **DDL_IMPO =** **_F (GROUP_MA =' HAUT '**, **DZ =** **1.0E-04)**, ** FCT **= DEFI_FONCTION (** **NOM_PARA =** **' INST '**, **VALE =** **(0.0,0.0**, **10.0**, **3.0**, **)**, **)** L_ INST **= DEFI_LIST_REEL (** **DEBUT =** **0.0**, **INTERVALLE =** **(** **_F (JUSQU_A =** **10.0**, **NOMBRE =** **50**, **)**, **)**, **)**, **)** Tested sizes and results ------------------------------ The observed quantity is the constraint SIZZ on the HAUTE face. .. csv-table:: "**Instant**", "**Size**", "**R** Reference" "0.60000"," SIZZ ", "5.665671e+05" "1.20000"," SIZZ ", "1.076981e+06" "1.80000"," SIZZ ", "1.477949e+06" "2.40000"," SIZZ ", "1.724816e+06" "3.00000"," SIZZ ", "1.792069e+06" "3.60000"," SIZZ ", "1.686030e+06" "4.20000"," SIZZ ", "1.449665e+06" "4.80000"," SIZZ ", "1.149154e+06" "5.40000"," SIZZ ", "8.479534e+05" "6.00000"," SIZZ ", "5.876349e+05" "6.60000"," SIZZ ", "3.850226e+05" "7.20000"," SIZZ ", "2.395042e+05" "7.80000"," SIZZ ", "1.417449e+05" "8.40000"," SIZZ ", "7.987455e+04" "9.00000"," SIZZ ", "4.285886e+04" "9.60000"," SIZZ ", "2.189286e+04" The quantities observed are the lateral deformations EPXX and EPYY which are equal. .. csv-table:: "**Instant**", "**Size**", "**Reference**" "1.80000"," EPXX EPYY ", "-1.154648e-05" "2.40000"," EPXX EPYY ", "-1.347513e-05" "3.00000"," EPXX EPYY ", "-1.400054e-05" "3.60000"," EPXX EPYY ", "-1.317211e-05" "4.20000"," EPXX EPYY ", "-1.132552e-05" .. image:: images/1000020100000F48000009FC904448D7BDDED714.png :width: 6.339in :height: 4.1409in .. _RefImage_1000020100000F48000009FC904448D7BDDED714.png: **Figure** 2.2-a **:** **Traction** on a free cube, comparison between code_aster and the theoretical solution.