C modeling ============== Pinto-Menegotto model case. Thermal loading for C modeling ------------------------------------------- Reference temperature: 50°C Loading history: :math:`{\mathrm{Evolution}}_{C}` (see [:ref:`§1.4 <§1.4>`]) The temperatures came in like a knotty field. Results --------- The values of :math:`\mathit{SIXX}` are recorded at the node :math:`\mathrm{NO1}` (direction of the longitudinal reinforcements) and :math:`\mathit{SIXX}` at the node :math:`\mathrm{NO1}` (direction of the transverse reinforcements) +-------+-----------------------------------------------------------------------------------------+-------------+-----+-----------------------------------------------------------------------------------------+-------------+-----+ | |:math:`\mathit{SIXX}` in meshes modeling fibers oriented according to :math:`\mathrm{OX}` |:math:`\mathit{SIXX}` in meshes modeling fibers oriented according to :math:`\mathrm{OY}` | +-------+-----------------------------------------------------------------------------------------+-------------+-----+-----------------------------------------------------------------------------------------+-------------+-----+ |Instant|Reference |*Aster_code* |Ecart|Reference |*Aster_code* |Ecart| +-------+-----------------------------------------------------------------------------------------+-------------+-----+-----------------------------------------------------------------------------------------+-------------+-----+ |1 |2.09416E+08 |2.09416E+08 |0 |2.09416E+08 |2.09416E+08 |0 | +-------+-----------------------------------------------------------------------------------------+-------------+-----+-----------------------------------------------------------------------------------------+-------------+-----+ |2 |— 1.21555E+08 |— 1.21555E+08|0 |— 1.21555E+08 |— 1.21555E+08|0 | +-------+-----------------------------------------------------------------------------------------+-------------+-----+-----------------------------------------------------------------------------------------+-------------+-----+ |3 |— 1.82862E+08 |— 1.82862E+08|0 |— 1.82862E+08 |— 1.82862E+08|0 | +-------+-----------------------------------------------------------------------------------------+-------------+-----+-----------------------------------------------------------------------------------------+-------------+-----+ |4 |1.52164E+08 |1.52164E+08 |0 |1.52164E+08 |1.52164E+08 |0 | +-------+-----------------------------------------------------------------------------------------+-------------+-----+-----------------------------------------------------------------------------------------+-------------+-----+ |5 |2.02506E+08 |2.02506E+08 |0 |2.02506E+08 |2.02506E+08 |0 | +-------+-----------------------------------------------------------------------------------------+-------------+-----+-----------------------------------------------------------------------------------------+-------------+-----+ |6 |—7.59307E+07 |—7.59307E+07 |0 |—7.59307E+07 |—7.59307E+07 |0 | +-------+-----------------------------------------------------------------------------------------+-------------+-----+-----------------------------------------------------------------------------------------+-------------+-----+ **Notes:** *The results shown are given in the reference frame* :math:`({X}_{\mathrm{ref}},{Y}_{\mathrm{ref}})` *making an angle of* :math:`0°` *with respect to* :math:`(X,Y)` *.* The test case studied corresponds to the following diagram in a stress-deformation plane: .. image:: images/Object_19.png :width: 4.802in :height: 3.1252in .. _RefSchema_Object_19.png: