Hi friends,
can you help me in modellingComposite Column using steel and Concrete.
I am using Concrete Damage Plasticity material model for concrete.
I collected parameters from literatures and i tried to implement it into abaqus.
But I am not able to solve this problem.
Abaqus ends the problem with error
Thanks in advance
R.Velmurugan
Dear All,
Because i am absolutely new in ABAQUS CAE, i have some problem.
I have created my first model with ABAQUS CAE and the problem which i force,- i don't see the option where i should put the time , So my simulations have only one point. Have anybody has the same problem.
You kind help will be highly appreciated.
ABAgirl
I am trying to model polycrystal behaviour using Abaqus Umat via crytalplasticity . My Umat results for single crystal & about 5 grain, are reasonable, but when, I try to use more than 5 grain in each integration point (polycrystal model) abaqus aborted with following message after about 15 increment:
Abaqus Error: The executable C:\SIMULIA\Abaqus\6.10-1\exec\standard.exe aborted with system error code 693...
I will be happy if someone guide me about this problem.
Have a prob in Analysing FEM discrete model of Beam column connection [both monolithic and precast] for crack behaviour indisplacement controlled cyclic loading program.
Tried with various values of closed and open crack and co-efficient.
applied -1 for crack and changed even the keypoint
in stiffness multiplier also 0.6 also set keypoint 7 to "1" instead of default value "0"
But even by all these the analysis runs only for 0.3mm of deflection..
I want simulat micro strucure evolution in metal fromind, e.g. rolling. To capture grain growth or refinement, i use MC method and rolling process simulate by FEM method (ABAQUS). Do any one have experience in this field?
Does anyone know where can I find a manual and or tutorial for ANSYS 12.0 mechanical APDL , specifically where I can find something related to the use of viscoelastic material models???
An analytical model is developed to study the coupling effects in
cord-rubber composite materials. The analytical model takes into account
the mismatch of stiffness between the cords and the rubber matrix
material, and the twist-extension coupling. The transverse deformation,
i.e., normal to the cords direction is based on the normal modes of a
special system which describes the orthotropic and the coupling
behaviour of cord-rubber composites. The equations of motion for the
cord-composite plates are derived using the principle of virtual work.
Results of deformation and stresses are obtained for some typical
cord-rubber composite plates and are compared to the existing solutions.
The results presented illustrate that the coupling effects are
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