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1 <?xml version="1.0" encoding="UTF-8"?>
2 <tahoe author="paklein" geometry_file="../geometry/square.1.geom"
3 title="2D uniaxial extension" xmlns:x0="http://www.w3.org/2001/XMLSchema">
4 <time num_steps="2" output_inc="1" time_step="0.5">
5 <schedule_function>
6 <piecewise_linear>
7 <OrderedPair x="0.0" y="0.0"/>
8 <OrderedPair x="1.0" y="1.0"/>
9 </piecewise_linear>
10 </schedule_function>
11 </time>
12 <nodes>
13 <field field_name="displacement">
14 <dof_labels>
15 <String value="D_X"/>
16 <String value="D_Y"/>
17 </dof_labels>
18 <kinematic_BC dof="2" node_ID="1"/>
19 <kinematic_BC dof="2" node_ID="2" schedule="1" type="u" value="0.015"/>
20 <kinematic_BC dof="1" node_ID="3"/>
21 <kinematic_BC dof="1" node_ID="4"/>
22 </field>
23 </nodes>
24 <element_list>
25 <small_strain field_name="displacement">
26 <quadrilateral/>
27 <solid_element_nodal_output displacements="1"
28 material_output="1" stress="1"/>
29 <small_strain_element_block>
30 <block_ID_list>
31 <String value="1"/>
32 </block_ID_list>
33 <small_strain_material_2D>
34 <ABAQUS_UMAT_SS_BCJ_iso-damage
35 UMAT_parameter_file="mat.81.a.params"
36 density="1.0" use_UMAT_modulus="true">
37 <E_and_nu Poisson_ratio="0.0" Young_modulus="1.0"/>
38 </ABAQUS_UMAT_SS_BCJ_iso-damage>
39 </small_strain_material_2D>
40 </small_strain_element_block>
41 </small_strain>
42 </element_list>
43 <nonlinear_solver abs_tolerance="1.0e-10"
44 divergence_tolerance="1.0e+01" max_iterations="5" rel_tolerance="1.0e-10">
45 <profile_matrix/>
46 </nonlinear_solver>
47 </tahoe>
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