Skip to main content

ABAQUS/CAE

Contact Formulation, Abaqus

Submitted by adarshchatra on

Hi,

I am modelling installation (Jacking) of concrete pile (rigid body) in soil (Eulerian soil) which involves large deformations.

 For jacked pile contact friction is considered as zero.

Inorder to cope up with large deformation which occur during pile penetration process kinematic contact fomulation is used, this formulation is based of master-slave principle implemented in ABAQUS.

When I run the analysis i am encountering with following error:

Periodic Boundary Conditions in ABAQUS

Submitted by ABAqirl on

Hello everybody, i am new in abaqus, is anyone who knows how to apply periodic boundary conditions, for example for unit cell. The piece of code would be very much appreciated

 

for example ´

if i have on the left hand side node set NSET1, on the right hand site NSET2 than i should use equation like this for periodic boundary conditions in x-direction?

*EQUATION

NSET1, 1,1, NSET2, 1, 1????

Please help 

Best regards

ABAgirl

Elasto-Plastic Analysis of metal component with Cyclic Loading

Submitted by SriramG on

Hi,

 

I am pursuing my master's in Mech. Engg. and working on Abaqus for FEA of components. In one of the analysis, 

I am required to apply cyclic loading on the component to determine the Stresses at the edges. Its a compression

cyclic loading with kinematic hardening taken into account. From the documentation for ABAQUS 6.9.1, I found that

in order to apply kinematic hardening in metals, one must take it as Combined (Isotropic + Kinematic) Hardening.

 

The two concerns I have about this analysis are:

Different approaches for simulation Roll Forming process (ABAQUS & SHAPE-RF)

Submitted by tranvietanh on

 Hi all.


Nice to meet you  

I have the report on simulation Roll forming process by ABAQUS.

Wish that I can have your valuable comments  

Have a nice and happy day