contact
How to update solution-dependat variable (SVARS) during iterations
Submitted by haghighat on Thu, 2012-02-09 01:07.Hello everyone,
I am implementing a uel user subroutine in ABAQUS. This uel is for modeling contact in X-FEM framework. Thus, it's a nonlinear problem and I need to store some solution dependent variables during each iteration. I know I can store SDVs in SVARS. But this vector will update at the end of each step, and not during iterations. Anybody knows about this problem?
I really appreciate if anybody can help me with this.
Thanks
Ehsan
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use of ABAQUS Explicit - importance of *bulk viscosity
Submitted by pirs on Wed, 2012-01-25 16:03.Hello there!
I am fairly new to ABAQUS but I have been trying to model several experimental set-ups on cold-formed steel beams. I intend to obtain both the elastic buckling critical modes (*buckle analysis), as well as the load parameter corresponding to failure, which i first modelled through a NLGEOM analysis (*STEP, NLGEOM, INC=xxx/*STATIC, RIKS).
I have realized that using ABAQUS/Standard and applying distributed loads, often leads to poor results. Thus, I have decided to move to a quasi-static model (ABAQUS/explicit) where displacement is applied instead of force, through the *boundary , amplitude command. In this context,I have found some trouble answering the following doubts:
Periodic Boundary Conditions and Contact Elements with Cohesive Zone Law in Ansys
Submitted by Andreas.Ferber on Mon, 2011-12-12 17:27.Hi all,
I have a problem with periodic boundary conditions using contact elements with a cohesive zone law in Ansys.
In my micromechanical simulations of an RVE with periodic boundary conditions I would like to have a predefined fracture path. My aim is to realize the fracture path with voronoi cells. There I get problems at the boundary of the periodic domain.
A picture of the simplified problem is attached here:
http://dl.dropbox.com/u/4920002/PBC_CZM.png
The domain here is periodic and square. The red lines symbolize the cohesive zone law which connects the coincident nodes. I have no problem with the red nodes.
Problems with 3D contact/contact status
Submitted by Andreas.Ferber on Tue, 2011-11-15 08:22.hi all,
I have some problems with contact elements in ANSYS.
My model is a cube of matrx containing two fibres with periodic boundary conditions. The interface between Matrix and Fibre is modeled with contact elements and cohesive zone law.
In 2-D everything works out just fine when bringing up displacement in x-direction. Here is a movie I made of the Contact Status over the loadsteps:
http://dl.dropbox.com/u/4920002/2D_contactmovie_ContaStat_0.4.avi
Doing the same in 3D brings up some problems. The Contact status is not behaving as expected.
suitable contact for sph in LS-DYNA
Submitted by rozaiman on Fri, 2011-10-14 08:18.Hi there,
I'm using SPH in LS-DYNA as my tool to simulate the projectile penetrate the box. Both projectile and box are modeled as sph.
I'm having problem to determine the suitable contact of these two entity.
Could someone please help me... any tips that will help me to tackle this problem is highly appreciated!
Thanks...
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Help in ABAQUS
Submitted by drmaity on Sat, 2011-08-20 10:22.
Dear all,
In my FE model (pin on disc), I would like to define a contact property between pin and disc with a friction defination available in ABAQUS. I have assumed that friction coefficient depends on parameters like slip rate, pressure and temperature only. When i used friction coefficients with slip rate and pressure, model works without any error but if i use friction coefficients with slip rate, pressure and temperature, the model doesn't work and come up with following errors;
"Error in job Job-1: Internal error in look-up table generation. Check that dataline entries are sufficient to describe the dependence in all independent variables"
Can anyone please help me to get rid of error?
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Force integration from CPRESS is not equal to the Normal Load
Submitted by JLiu on Wed, 2011-05-11 19:52.Dear All,
I am running an axisymmetric model of a parabola tip on rigid surface contact under external load controlled by CLOAD. However, the CPRESS value outputed integraded over the annular areadoesnot equal to theexternal load inputed. The reaction force from the system does though.
I am suspecting that there is shaer component in the numbers given by CPRESS, but CSHEAR are all zero. Could anyone give me a hint on this problem.
Thanks a lot,
Jingjing
Output of ABAQUS for contact of a rigid surface with a poroelastic layer
Submitted by RM on Mon, 2011-05-09 20:46.Hello, I am modeling the spherical indentation of a poroelastic layer. I am modeling the indenter as a rigid analytical surface. As you know, the total pressure in a porous medium at each point is the sum of the elastic stresses from the matrix, and the pore pressure caused by fluid pressurization. Abaqus provides both the pore pressure and of course the rest of the stress quantities.
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A paper on ILS : Inequality level set : A new approach to handle inequality constraints
Submitted by Nicolas MOES on Fri, 2011-02-25 12:54.Treating volumetric inequality constraint in a continuum media with a coupled X-FEM/Level-Set strategy
N. Bonfils, N. Chevaugeon, N. Moës
(accepted for publication in computer Methods in applied mechanics and engineering).
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Turning a shaft through conact pressure in ABAQUS/standard?
Submitted by hmpws on Mon, 2010-12-20 03:50.Hello all,
This is my first post here. This seems be an informative and helpful forum.
I am trying to model the rotation of a "hard" shaft as a result of motion of 2 strips of soft materials (please see attached figure).
The strips are deformed due to external forces and as a result, contact pressures are applied on the shaft. The forces are then varied on the strips leading to net rotational forces on the shaft.
I am interested in the torque applied on the surface of the shaft and the angle of rotation (from some abituary changes in forces). I am not interested in the kinematics of the problem.
I have set up the model as follow in ABAQUS/Standard:
SPH modelling with LS-Dyna
Submitted by David MORIN on Mon, 2010-12-06 14:52.Dear all,
I'm using LS-Dyna and I would like to model the interaction between a viscous fluid and metallic substrates.
If everything is working in 3D, it's not the same with the 2D...
Indeed I've used each contact algorithm (I think) in LS-Dyna and each time the contact between my 2D elements and the sph is not initiated.
Does anyone has an explanation to this curious problem ?
Maybe I'm not using the good contact setting.
Or contact between sph and 2D elements is not available in LS-Dyna.
Can you help me ?
Thanks in advance
Best regards
David
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how to set the absolute contact stiffness when considering cohesive zone material (CZM)property
Submitted by Liming Jiang on Fri, 2010-10-22 13:38.I'm simulating the interface between a steel plate and the fire proof coatings covering the steel plate. The elements i use in the simulation is contact 173 with a material property of debonding,which is defined as cohesive zone model.(CZM)
CZM in ansys provides TBDATA such as maximum contact stress,contact at the completion of debonding, but what's the problem is that I failed to set the initial contact stiffness. it's true that ansys provides FKN to define the contact stiffness, but it's just a stiffness factor.
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Slope of Contact force Vs time curve too steep.
Submitted by priyadd84 on Thu, 2010-10-21 04:36.Dear all,
I did a 3 pt bending impact simulation with an elasto plastic model. But the slope of contact force vs time curve is too steep at the beginning of the impact. One trivial way of reducing the slope is by reducing the young's modulus of elements in the vicinity of contact or the impactor. Also reducing the mass of the impactor and the impact velocity did not help in reducing the slope.
Is there any other non-trivial parameters that controls the slope of contact force vs time plot? Thanks ina dvance.
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Contact and XFEM?
Submitted by mikechy on Mon, 2010-09-13 23:51.Hi,
Initially, I asked this question to the Yahoo Group COMSOL
(FE package for multi physics simulation) because I thought, that there I
can find someone who is familiar with both COMSOL and Abaqus.
Unfortunately, among the experts of COMSOL I did not find an expert in
Abaqus.
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contact problem help in ABAQUS
Submitted by sanjay_2001 on Fri, 2010-08-27 05:22.i am new to Abaqus and i am unsing Abaqus 6.10
i planned to solve a contact problem by taking a bearing for example problem. i modelled the bearing section in pro-e and inmported it to Abaqus.
*i gave the material properties of steel for both ball and races
* in interferance i defined ball as master and the surfaces in the reces in the bearing as slave. frictionless.
* i gave pressure on the top race and arresteed the bottom race.
* the sides were given symentric with respect to y axis.
when solved i get the job is aborted.
the error i get is
=>displacement increment is too large.
=>the increment value is too low
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FSI Analysis to Understand Carpal Tunnel Syndrome
Submitted by ADINA Support on Tue, 2010-06-15 12:28.1. We present an interesting application of ADINA FSI in the study of carpal tunnel syndrome. The analyses involve large deformations and contact of multiple flexible bodies which are immersed in a fluid:
http://www.adina.com/newsgH71.shtml
2. Please recall that we offer a very attractive academic package, for research and teaching, for university users. For more information see
http://www.adina.com/educ.shtml
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PhD position available on Contact & Frictional Joints in Gas Turbines, fully funded
Submitted by Chris W Smith on Wed, 2010-02-10 11:31.This studentship has now been filled, but there may be further similar studentships to follow.
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ANSYS Modelling 3D Surface-to-surface Contact, need help
Submitted by pday on Wed, 2009-12-02 20:14.I am fairly new to ANSYS and have been trying to model the interaction between glass micro-spheres and silicone polymer micro-structures for my dissertation research. I've been working through the online manual, but have been getting very odd results when running the simulation. Any help at all would be appreciated. The summary of my problem is as follows:
Modelling:
It may help to first refernce the first two images at : http://bdml.stanford.edu/twiki/bin/view/Main/AnsysModelling
Thermo-mechanical Modeling of Friction Welding
Submitted by ADINA Support on Mon, 2009-11-23 19:11.We present an application of ADINA in the thermo-mechanical analysis of friction welding. Please see:
http://www.adina.com/newsgH61.shtml
You can find many other examples of applications of ADINA in the analysis of multiphysics problems here:
http://www.adina.com/multiphysics.shtml
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Frictional Coulomb model in Abaqus
Submitted by Nicholas Fantuzzi on Tue, 2009-09-08 10:39.Hello everybody,
I'm trying to add friction in my model.Now I have a body that is simply supported in a direction (vertical) and free to move in another one (horizontal). I want to use Coulomb friction in the horizontal direction in order to reduce displacements in that direction.
I read Abaqus User's Manual vol5 30.1.5 (frictional behavior) and I followed commands written there, but I think that works only with multiple bodies and not with a single body. I'm using Abaqus 6.7-1.
Could Someone help me?
Many many many thanks
Nicholas
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Problem of contact data in ABAQUS 6.8 version
Submitted by jin haeng Lee on Thu, 2009-06-11 17:42.Hi.
I have an issue related to recent change in ABAQUS new version.
I've recently found a problem related to cotact data in ABAQUS new version, 6.8. I use fil files, but I've heard from a Simulia engineer that data file also has the same problem (I have not checked it out yet.)
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Abaqus 6.9 Update Webinar
Submitted by Twebb83 on Tue, 2009-06-09 16:06.- Twebb83's blog
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PhD position at Delft University of Technology, NL
Submitted by Lucia Nicola on Fri, 2009-02-06 10:06.We welcome applications for a 4 year PhD positon in the field of computational mechanics and materials science. Further details in the attachment.
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Surface Energies? Continuum Molecular Dynamics?
Submitted by Mike Graham on Thu, 2008-10-23 21:27.I recently encountered the research of Phil Attard and others, in which the contact problem is solved, relaxing the restrictions of the traditional contact models (Hertz, JKR, DMT) and solving based on a formulation where the governing equations are derived using finite-range surface forces and calculated numerically, self-consistently.
I have enjoyed learning about such models and believe they may have practical application in nanomechanics. However, I find my breadth of my knowledge challenged when it comes to understanding the model's derivation.
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Post-doc position on Multiscale Simulations of Cell Contact and Adhesion
Submitted by shaofanli on Sun, 2008-04-27 02:12.A post-doc position on multiscale simulation of cell contact and adhesion shall be available this coming Fall at UC Berkeley. We are seeking for a person who has experience and background on finite element computations, especially in cell contact/adhesion modeling and simulation or finite deformation simulations.
Anyone who is interested in the position please send an email, resume, and reference to li@ce.berkeley.edu
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