Cohesive behavior options
Problem description
The following usages of surface-based cohesive behavior are verified in these tests:
Cohesive behavior properties
Cohesive behavior restricted to initially contacting nodes
Cohesive behavior allowing repeated contacts
Coupled traction-separation behavior
Model:
This test consists of four cases, each of which illustrate one of the usages of the cohesive behavior properties listed above. Each case comprises two blocks of solid elements bonded together with cohesive surfaces defined at the interface between the blocks. In all cases except Case 2 the initial configuration is fully compliant, with the secondary and main surfaces touching each other exactly without any overclosures or gaps. In Case 2 there is an initial gap between some nodes of the secondary surface and the main surface that is not resolved at the start of the analysis.
Case 1 has cohesive behavior defined with default parameters; hence, cohesive behavior is defined for all nodes of the secondary surface that are initially in contact with the main surface and also the secondary nodes that may come in contact later, and postfailure cohesive behavior is not defined. There are no data line values prescribed, so the default cohesive stiffness values calculated by Abaqus are used to enforce cohesive behavior. Progressive failure of the cohesive bond is modeled using the maximum stress damage initiation criterion and damage evolution with linear displacement–based softening behavior.
Case 2 has cohesive behavior defined with the initially contacting nodes. Since there is an initial gap between some nodes of the secondary surface and the main surface, these nodes are not in contact in the initial configuration and, thus, cohesive behavior is not enforced at these nodes. Uncoupled nondefault cohesive stiffness values are prescribed on the data line. No damage model is defined for this case, so the cohesive bond does not degrade and fail.
Case 3 is similar to Case 1. In addition, postfailure cohesive behavior is enforced for recurrent contacts at nodes on the secondary surface.
Case 4 has cohesive behavior with coupled traction-separation behavior. Coupled cohesive stiffness values are prescribed on the data line. Progressive failure of the cohesive bond is modeled using the maximum stress damage initiation criterion and damage evolution with linear displacement–based softening behavior.
Loading:
The loading is the same in the first three cases: the blocks are first pulled apart in pure normal mode by applying displacement boundary conditions, then they are brought into contact, and finally they are again pulled apart. In the fourth case a mixed mode loading is applied.
Results and discussion
The response of the cohesive surface is correct in all cases. For Case 1 once the cohesive bond breaks, no further cohesive constraints are enforced. In Case 3, which allows postfailure cohesive behavior, cohesive constraints are reinforced when the surfaces reenter contact following the first debonding.
Input files
Abaqus/Explicit input file
- gcont_cohesive_options.inp
-
Verification test for different cohesive behavior options.
Abaqus/Standard input files
- gcont_cohesive_options_std_2d.inp
-
Verification test for different cohesive behavior options in two dimensions.
- gcont_cohesive_options_std_3d.inp
-
Verification test for different cohesive behavior options in three dimensions.