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ABAQUS - Contact between a 2D axisymmetric deformable body with an analytical rigid surface

Submitted by jack_luk on

Hello,



I'm trying to figure out how the Interaction Module (surface-to-surface contact) in ABAQUS works. I want to apply a compression force on a 2D axisymmetric

deformable body via an analytical rigid surface(2D and axisymmetric also) - basic stuff. When I launch my simulations,

I get the good strains and stresses at the surface of the body which is in contact with the analytical rigid. Moreover, the reaction

forces and displacement of the analytical surface are adequate.

Frequency analysis with Contact constraint

Submitted by sidd04mech on

Hi,

 

I am trying to analysis a model in ABAQUS with a plate bolted to the Bracket top surface at 4 ends. I have to define contact between them (and also bolted at 4 ends) to get the Modal frequency. But When I searched for it, I got the answer that contact doesn't work with Modal analysis as contact is a nonliner problem and Modal Analysis only solves linear problem.

 

How to update solution-dependat variable (SVARS) during iterations

Submitted by haghighat on

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 

use of ABAQUS Explicit - importance of *bulk viscosity

Submitted by pirs on

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).

Periodic Boundary Conditions and Contact Elements with Cohesive Zone Law in Ansys

Submitted by Andreas.Ferber on

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

 

Problems with 3D contact/contact status

Submitted by Andreas.Ferber on

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:

suitable contact for sph in LS-DYNA

Submitted by rozaiman on

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... 

Help in ABAQUS

Submitted by drmaity on

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;

Force integration from CPRESS is not equal to the Normal Load

Submitted by JLiu on
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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