Hi.
I just want to know how the bond-slip can be simulated in ABAQUS.
More specifically, I want to simulate the bond-slip of steel reinforcement in the concrete beams assuming that I know shear stress-slip relationship between rebars and concrete.
In order words, how can I connect two nodes...
Regarding the damaged plasticity model, I am just wondering how the shear capacity of the cracked concrete is treated.
For example, smeared crack model and brittle crack model in ABAQUS use the shear retention factor to consider the shear resistance of cracked concrete. On the other hand, in...
Thank you for answer.
Then, for the calculation of the real strain of the bars, should the initial strain (fs/Es) due to prestressing be added to the resultant strain?
Han
Hi..
I am trying to model prstressed concrete beams (Pre-tensioned beam). I uses (*initial condition) commend for the initial stress of the bar(tendon), but for that case the strain of the bar still zero even though there is stress.
I am just wondering which way is the best for the prestressed...
I got a message from ABAQUS Inc. regarding my problems as follows.
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There is a bug (attached below) existing in v6.5 and the bug has been fixed in v6.6. You job works fine in v6.6. It's time for you to use ABAQUS version v6.6. :-)...
My ABAQUS version is 6.5.1, and I am running ABAQUS in Window OS not Unix/Linux. So, There is no jobname.time file. Instead, I checked *.dat file and *.log file. But. there is no error message in *.dat file. In *.log file, there is an error message as follows...
Hi.
My Abaqus/Explicit seems to have a problem.
If I do not request history output in my Input file, the program runs without errors, but If I request the history output, the program doesn't run even though other command lines are exactly same.
The error message is
"ABAQUS/Explicit Packager...
