Ask iMechanica
If your topic fits none of the following forums, post it in this default forum
Simualtion of machining process/orthogonal machining/ abaqus
if any body wants to know about
Simualtion of machining process/orthogonal machining/ abaqus machining process
then contact me at prakashkmuthu [at] gmail.com
Marine propellers
How to consider a pretwisted tapered propeller balde either as beam orplate
Question in deformations, continuum mechanics
Hello,
I have a question in intoductory continuum mechanics, in strains and deformations.
Source of image: wikipedia, http://en.wikipedia.org/wiki/Deformation_(mechanics)
In above image, point B in reference configuration becomes b in current configuration. Vertical displacement of b is given by uy + (duy/dx)*dx.
Creep in porous material
Hello
I'm working on a project & I'm in a trouble. I need to know creep relations for a porous material under undrained condition and constant stress. I'll be gratefull if you help me.
Please suggest good books for nonlinear FEM and mechanics of composite materials
Hello,
For my project I need to learn nonlinear finite element method (FEM) and composite materials. I am familier with linear FEM. Please suggest me good book for nonlinear FEM which will have good explanation of the subject. Also, please suggest book on composite materials especially having lot of solved examples. I know there are lots of experts in this subject on imechanica, so please give me some suggestions. Thanks.
Thanks.
Reading off data from output database file when UMAT is applied
Residual stresses 2D to 3D
Hello,
i have simulated welding in 2D model for beam attached with cover plates at both the flanges using Abaqus, now i want to use the same residual stress distribution for whole 3D cover plated beam with same cross-section,so that i can find load carring capacity of beam.
but i am not sure, is it possible to find stresses in 2D model then use the same residual stress in 3D model? i try using initial state and restart option but it is not reading the same stresses for whole lenght.so is there any other way of doing this??
Mismatch between built-in linear-elastic material behaviour and tutorial VUMAT in ABQ/Explicit using truss elements
Hello dear all,
for my master's thesis I'd like to write a simple VUMAT for a material with nearly zero compression stiffness.
So for a better understanding of VUMAT subroutines I did the ABQ tutorial for a VUMAT with isotropic, isothermal elastic material behaviour and compared the results with the built-in material definition.
There is a discrepancy of almost 35% of the S11 stress. ABQ Manual says that both times the Green-Naghdi stress-rate formulation is used.
Non-uniform expansion coefficient alpha in UEXPAN (ABAQUS)
I want to define the expansion coefficient alpha as a function of the depth, alpha(z)=f(z). How can I achieve this in UEXPAN? I cannot find a way to incorporate coordinates in UEXPAN.
Pagination
- Previous page
- Page 67
- Next page