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I am trying to read a nodal S22 value of a model using Python as: odb.steps['Parallel'].frames[1].fieldOutputs['S'].values[0].data[1] How can i change position from the default Integration value to nodal value ?

I have a steel plate and i have more than 100 rivets which transfer loads to the plate. I want to model this plate. Can i create vertices (for point loads and Boundary conditions), other than Partitioning the part. thanks inadvance.

thank you all for your valuable comments. Dan, you are right, instead of quad precision i wrote double precison and i am sure that my compiler is not supporting quad precision. i am using absoft pro fortran 7.5, and according to technical support people if i want to use quad precision, i need...

i am trying to write a script that will calculate the deflection (moments and shear also) of a plate, i solved a boundary value problem using mathematica, and since mathematica is very slow compared to fortran (i want to create a design table, or chart), i converted the script to fortran...

hi everybody, I am using f 77 and i want to use more than 14 decimal places (more than double precision). I would be glad if you could help me in this manner. thanks in advance, have a nice day.

hello folks I was wondering if there is a way to zoom-in a part of a graph( .fig ) and show it on somewhere in the original graph. coulndt find a way to do it thank you so much..

since the failure of the concrete is highly brittle the residual is becoming very high when the concrete starts to crack and this unbalanced force creates unstability. define density and use "stabilization with" option that will create inertia forces so that the residual is not going to be very...

use module:load--> create load-->surface traction for more details see:16.9.5 Defining a surface traction load

i think the model is out of the sticking region (i assumed that you are using coulomb friction) and it is making a rigid body motion. add a linear spring and track the force in the spring, it will help to converge the problem. and if needed change the friction force.

hi all, I am trying to model a concrete beam with concrete smeared cracking option and i am using Abaqus 6.5 CAE. Is there a way to see the cracked elements, i couldnt figure it out. thanks in advance have a nice day.

hi, i am trying to model a concrete bridge girder using Abaqus CAE. I solved the problem using linear material properties and i got no error or warning messages. When i used the concrete damaged plasticity model, after 8 succesful iterations i got "The plasticity/creep/connector friction...