Postdoc position in Paris on generalized continua modelling and experiments
THIS POSITION IS NO LONGER AVAILABLE.
A postdoctoral fellowship is available at Paris Institute of Technology (ParisTech) to work on generalized continua modeling.
A postdoctoral fellowship is available at Paris Institute of Technology (ParisTech) to work on generalized continua modeling.
I am trying to write my own code for geometrically nonlinear analysis of mixed structures (cables, trusses, beams...). I would like to have it as general as possible ie. applicable also to 2D and 3D solids. I am trying to follow nonincremental Newton Raphson procedure from Ansys theory manual, but my computation are not converging.. Can I kindly ask you for advice ?
Here is my flow:
=== Linear analysis ===
(1) inv Kt *F = du
resluts are correct comparing to Ansys
=== Nonlinear analysis ===
while (F_ext - F_int) < 1e-3
(2) u = u +du
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Two PhD positions are available at
Iowa State University to perform work on federally funded projects on phase-field
modeling of stress-induced phase transformations, surface-induced phenomena, and interaction between phase transformation
and plasticity using FEM. Positions can be either in Engineering Mechanics program in Aerospace Engineering Department (preferable) or in Mechanical Engineering Department.
The attached notes are written for a course on plasticity. When I update the posts, I will write a note on my twitter account: https://twitter.com/zhigangsuo.
Hi all,
Can anybody help me out running a VUMAT with double precision?
If I define my variables in VUMAT as double precision and run "abaqus user=... job=..." the values do not match those in the inp file.
On the other hand, if I run "abaqus double user=... job=... " I get the following error:
Abaqus Error: Abaqus/Explicit user subroutines cannot be supplied as an object
file when double precision is used.
Abaqus/Analysis exited with error(s).
I know maybe it's a stupid question but I'd really appreciate if someone could give me a hint.