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Dear all

How can I model the static ground water table (no flow) in soil using 3d ABAQUS ?

Hello,

hello everyone,

I model a reinforced concrete column in ansys . ( with william-warkne criteria )

During Bending Loading the below error was appear .

Please guide me That Error What's meaning ?

Hello everyone,

I need a yield surface contain hill and rankin for masonry material  in abaqus .  I found a fortran program in the internet and link it  to abaqus but this program didnot work and one of error is that the elements arenot mach .this program was written for 3d  and plane strain .  which element I can use in 3d and  2d ?

 Hi Everyone

I model a reinforced concrete column in ansys .

I Want to Know What's the criteria for load step and I Should Follow what criteria for load step to reach to the best Result.

Regards.

I want to find a reference to learn about motion groups SE(N). Any recommendations will be appreciated. Regards, Deepak Trivedi

Hi all

I am currently in my Master Degree in Civil Engineering at University of Michigan. I am doing a research on concrete wrapped CFRP sheets and I want to do Finite Element Analysis using ANSYS. I am not able to model concrete in ANSYS. Can anyone please help me out with that.

Awaiting the reply....

Thank you

Regards

Chirag Kapadia 

It is a 3D
cubic cell model out of a whole material,  and it is necessary to make
sure that this cell can represent the whole material so the node forece of the
corresponding nodes on the opposite surface should have the same value and
opposite direction, but I have no idea about how to control the nodes force
(maybe *EQUATION ?), because untill now all the boundary control method is about
controlling the displacement. Does anybody know how? Thank you guys so
much!

can anybody help me in performing orthogonal machining in carbon fiber composites using ABAQUS/EXPLICIT????

regds arun...