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Computational Mechanics Forum

Element Non-Deletion in Abaqus Standard?

Submitted by Laura von Deak on
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   I am part of a group that is attempting to model the energy dissipation from a crack.  In order to do that, we need to track the energy throughout failure.  It is our understanding that the way to do this is to model the failure without element deletion, but we having little experience with ABAQUS, we cannot figure out how to turn element deletion off.  Help?

Question about the meshfree analysis when two types of materials coexist in the background cell

Submitted by bahamute on
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Hi, everyone!

I will employ the meshfree method in order to analyze the composite model including the spherical filler and matrix.

However, if the background cells are regular reluctantly, there will be background cells where two types of materials coexist.

In this case, I don't know how to calculate the integral form, K=int_V B'CB dV, numerically.

Problem linking Fortran with ABAQUS

Submitted by salingerv on

I have installed ABAQUS, I am wondering how I can actually link Fortran and ABAQUS directly from fortran. I read your post but Fortran gave me errors meaning it didn't get the command whatsoever. I am not so familiar with this command prompt so could you please the exact command I should put there?
 
PS: In the "commands" folder in ABAQUS directory, there the following .bat files:
abaqus
abq6101
abq_cae_open
abq_odb_open
 

I need some guidance on writing USDFLD subroutine on Abaqus

Submitted by itay on
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Hey everyone,

I'm very new on Abaqus, and what I'm trying to do is to assign to a model a changing E modulo as a linear function of Z coordinate ( E(Z)=-33936.651*Z+25e06 ).

I tried to gather some knowledge over the web on how to do so, and I found out that It can be done by writing a USDFLD subroutine, I managed to pick of some exapmles the following code:

   SUBROUTINE USDFLD(FIELD,STATEV,PNEWDT,DIRECT,T,CELENT,

  1 TIME,DTIME,CMNAME,ORNAME,NFIELD,NSTATV,NOEL,NPT,LAYER,

UMAT for non-linear viscoelastic model

Submitted by BMEstudent on
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Hi all,

I'm using Code-Aster (FE solver) and I need to implement a UMAT subrouting to model a non-linear viscoelastic model in it.

The model is combination of viscoelasticity+ Ogden hyperleastic model. I was thinking of 2 approaches:

1. I wonder do you know where I can find such a subroutine?

2. I've seen linear viscoelastic subroutine and maybe I can find another subroutine for hyperlelastic part, I wonder how can I combine this two models to a non-linear viscoelastic model? 

I really appreciate your help

BME 

total solution time in dynamic explicit analysis

Submitted by tatianaredko on
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Hello,

 I'd like to know how the computation time depends on the element number in a model (dynamic explicit analysis in Nastran). When I work with a simple model which has a rather coarse mesh the function is linear, so 10 steps with the increment 0.001 is equivalent to 100 steps with the increment 0.0001. But I don't know how this dependency will evaluate if I build a much more complex model. Maybe it will be exponential?

Thank you

How to plot pole figure after CPFEM simulaiton by Abaqus with UMAT?

Submitted by ml818 on

As we know, after simulation we can get the coordinate of {111} plane for fcc metal from SDVs of abaqus odb file. It is easy to plot (111) pole figure by compiling Matlab programming. But what if I wanna polt (100)pole figure?

Torsion test simulation

Submitted by kajalschopra on

Hi all,

I am simulating torsion tests (after being successful with tension and compression tests). For tension and compression, I got a good comparsion with experimental and behaviour in tension is same as in compression (of course leaving the necking part).

For torsion tests,  I have taken equivalent tensile stress = shear stress*sqrt(3) and equivalent tensile strain as = shear strain / sqrt (3).

This is based on Von Mises criteria.

Fatigue crack growth

Submitted by Mary Pops on
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Hi all,

 

I wanted to simulate fatigue crack growth in ls-dyna, obtain dK, crack tip stress fields. But I wanted to start from a simple model. I can't find any examples online, tutorial...