Advanced Courses on Mechanics of Soft Matter, Zhejiang University, Dec 21-27, 2011
NSFC Advanced Courses on Mechanics of Soft Matter 2011
(Zhejiang University, Dec 21-27, 2011)
NSFC Advanced Courses on Mechanics of Soft Matter 2011
(Zhejiang University, Dec 21-27, 2011)
J.C. Sobotka, R.H. Dodds: Steady crack growth in a thin, ductile plate under small-scale yielding conditions: Three-dimensional modelling., Engineering Fracture Mechanics, Vol. 78, 2011, pp. 343-363; J.C. Sobotka, R.H. Dodds: T-stress effects on steady crack growth in a thin, ductile plate under small-scale yielding conditions: Three-dimensional modelling., Engineering Fracture Mechanics, Vol. 78, 2011, pp. 1182-1200.
Hi all,
There will be a 5 day - course on Advanced and Bio-Inspired Nanomechanics at CISM Udine, Italy.
http://www.cism.it/courses/C1107/
http://media.cism.it/courses%2FC1107%2FPugno4___.pdf
- HG
PS. Original flyer on CISM website:
July 18, 2011 — July 22, 2011
Coordinator:
Dear all,
I want to model crack initiation and propagation for a user defined material, using Abaqus. When I try to model , I get the following error:
A MATERIAL PROPERTY THAT IS NOT ALLOWED WITH A USER MATERIAL HAS BEEN SPECIFIED
when I take out critical damage initiation, the model works fine; which means that it doesnt allow me to couple UMAT with crack initiation. Does anyone know how to handle this problem?
All the best,
Panos
HI,
I am performing a non linear buckling analysis in ansys using shell 181 element. My geometry is made up of composite material and has a shell structure. The shell is subjected to torsion at one end so as to buckle throughout it length. the other end is fully constraint.
My problem is how to apply this torsional moment at the free end.
anybody please help me.
Hi all,
When we do a non-linear buckling analysis, initially we introduce some imperfections (mode shapes of mode 1, 2 etc) from eigen buckling analysis. Then we multiply the load with eigenvalue of the first mode. This load is applied on the structure having imperfections. Now put on non-linear geometric option and run the analysis. At bifurcation point we get non-linear buckling load. Non-linear buckling load comes close to eigen buckling value.
Decription of my problem is as follows.
Hi all,
I am working with an orphan mesh of a finger made up of:
1) elastic epidermis layer
2) viscoelastic dermis layer
3) hyperelastic fats layer
4) bone
NLGEOM is turned on.
Tie constraints are used between the layers and the bone
I wish to make this finger 'touch' a cubic object however the job always fails as it is not able to converge.
Will anyone be able to advise on this matter?
All,
I am writing to introduce DNAD, a Fortran module I wrote for automatic differentiation of analysis codes written in Fortran including those legacy codes written in Fortran 77. Although only implementation using Fortran 90/95 was carried out, it is straightward to translate it to a language you like such as c/c++.
Original research papers, for oral or poster presentation, are invited for the following areas:
Hi;
I am looking for a way to model a reinforced beam by ANSYS.
Is it possible to model the bars and the concrete part seperately and then glue them together.
What is the routine way to do this?
Is there any tutorial available?
Thanks;
Media