AleksaBgd94
Structural
- May 30, 2018
- 52
Hi everyone,
I am trying to analyze the behavior of composite steel-concrete joint subjected to cyclic loading.
This error occurred and aborted the analysis:
The ratio of deformation speed to wave speed exceeds 1.000 in at least one element. This usually indicates an error with the model definition. Additional diagnostic information may be found in the message file.
The deformation of finite elements representing concrete part is huge and unreal. I defined concrete material using Concrete Damaged Plasticity.
Do you have any tips how to solve this problem and run the analysis successfully? Should I use smaller finite elements or use different values of tension and concrete recovery from those proposed in Abaqus manuals (0 and 1). I am concerned because the same model subjected to static loading ran successfully...
Thanks in advance.
I am trying to analyze the behavior of composite steel-concrete joint subjected to cyclic loading.
This error occurred and aborted the analysis:
The ratio of deformation speed to wave speed exceeds 1.000 in at least one element. This usually indicates an error with the model definition. Additional diagnostic information may be found in the message file.
The deformation of finite elements representing concrete part is huge and unreal. I defined concrete material using Concrete Damaged Plasticity.
Do you have any tips how to solve this problem and run the analysis successfully? Should I use smaller finite elements or use different values of tension and concrete recovery from those proposed in Abaqus manuals (0 and 1). I am concerned because the same model subjected to static loading ran successfully...
Thanks in advance.