I have built my model using one part only. However, i realize that I need to use Constraint (Tie) which (i believe) only binds two surfaces from two different parts, so I need to divide the part I built into different parts.
Can that be done,..? or I should recreat the model from the begining...
Documentation says about Model Change: "Element removal/reactivation can be used only in general analysis steps"
However , I am puzzeled if
Model Change , Add (or Remove Element)
can be inserted within a Geostatic , Soils Steps . or one should perform the model change (ADD or Remove) under...
I am applying Displacement BC throughc the contraints option
*Equations
However I need this to be applied only in a specific Step where in the following steps this Contraints should be eliminated.
Upon runing the analysis I got message :
"Error in job : in keyword *EQUATION, line 1402: The...
Under large Deformation the element of a layer i should be reactivated so that at the moment of reactivation its new configuration must conform to the distortion of the layer underneath (stage i-1) which has been subject to large deformation .Also layer i elements must start to experience strain...
I am looking for an analytical solution to the 1D nonlinear heat transfer equation
d^2T/d^2X = c(T) dT/dX
as you can see nonlinearity appears as c is function of temperature; i.e c(T). I want analytical solution . Can you guid me to a sourec where I find the analtical solution of this 1D...
I looking looking for an analytical solution to 1D nonlinear heat transfer equation
d^2T/d^2X = c(T) dT/dX
as you can see nonlinearity appears as c is function of temperature; i.e c(T). I want analytical solution . Can you guid me to a sourec where I find the analtical solution of this 1D...
I mesh my model and now i want to apply Initial Conditions
that should be applied on ELEMENT and NODE sets
However, I tried to creat Node Set or ELement Set but I found the following choices : ALL, Vertices, Edges, Faces, Cells, Skin, Referenc Points.
No Element or Nodes . Should one transfer...
As ABAQUS is not equipped with Triangle element for Coupled soil-pore elements, I have used Rectangualr element. However, the mesh is now awaful. This is because the several part-partitions I made while creating my model to accomodate the several materials I have.
Anybody has a suggestion...
Some BCSs like hydrostatic pore pressure must be assigned on mesh nodes How can I prescribe BCs on mesh nodes . Do I have to make it orphan mesh in order to do so
