User login

Navigation

orthotropic nonlinear viscoelasticity/creep in Ansys

Hi,

 I would like to know if there is any chance to simulate orthotropic nonlinear viscoelasticity/creep of CFRP in ANSYS (e.g. by means of user programmable features (UMAT subroutines) or using the software DIGIMAT or others)? For the nonlinear part I would like to use Schapery's method.

 Many thanks for yor help!

-André

Zhiqiang Wang's picture

ISCM III-CSE II, December 2011, Taipei, Minisymposium of "Multiscale Methods in Plasticity"

We invite the submission of abstracts for a Minisymposium of Multiscale Methods in Plasticity at the Third International Symposium of Computational Mechanics (ISCM III) in conjunction with the Second Symposium on Computational Structural Engineering (CSE II), which will be held in Taipei, Taiwan, December 5-7 2011. Abstract submission deadline is July 15, 2011. Please check the conference website for more details (http://iscm3.caece.net/index.html).

How to plot Stress Contours from ABAQUS UEL?

Hello, I am using the Abaqus UEL module to use a customised element type. I have all the  stress values at the Gauss Points (3x3 Gauss Quadrature) which I have exported through the SVARS variable. Is there any way I can plot the stress contours on the geometry in Abaqus or any other software ?

Thanks,Sourish

graphene

dear all.

i am looking for some information about modeling graphene sheets.

please help me.

User subroutine in fortran 90 for abaqus

Choose a channel featured in the header of iMechanica: 

Hi Abaqus experts

I am hoping that you can help me getting a element user subroutine writen in fortran f90 to work in Abaqus. I have made the simplest 8 noded brick element element that i can think of. I has a zero thickness and only has some simple definitions of the parameters ESTIFF,RHS,SVARS and PNEWDT. I have made a model with one single element of this user element where the upper part is displaced from the lower part which are fixed.

When I try to run the model I get the following message in the log file:

What would you choose as the Top 5 Equations? Top 10?

Equations are of central importance in all of science and engineering, but especially so in mechanics.

Even leaving aside algebraic equations, handbooks on PDEs alone list hundreds of equations. However, a few of these do stand out, either because they encapsulate some fundamental aspect of physics/science/engg., or because they serve as simpler prototypes for more complex situtations, or simply because they are so complex as to be fascinating by themselves. There might be other considerations too... But the fact is, some equations really do stand out as compared to others.

24th Nordic Seminar on Computational Mechanics

 

24th Nordic Seminar on Computational Mechanics 

November 3-4, 2011 - Helsinki - Finland

The seminar is intended for researchers developing computational methods and scientists and engineers focusing on challenging applications and covers all fields of computational mechanics. In particular, presentations by graduate students are welcome. 

 More information: http://nscm-24.aalto.fi/ 

KTP Associate. Cardiff University - Finite element Company LUSAS

Graduate/Postgraduate Engineer
Cardiff University - Cardiff University and LUSAS

£25-£30k plus benefits.  Fixed contract for 36 months with the potential for subsequent employment at the Company.
Are you a graduate or post graduate with an interest in Finite Element Analysis? 

Help needed on VUINTER to define molecular interaction between two surfaces

Hi,

Does anyone have any idea on using VUINTER to define adhesive contact between a hard body and a soft body (the potential between the two surfaces is molecular like van der waals or lennard-jones potential).

Coupling FEM and Monte Carlo

I wnat simulat rollong process. Mteral deformation is simulated by FEM and i want simujlate microstructure evolution by KMC method. Do any one have experience in this field (coupling FEM and KMC) ?

Coupling FEM and Monte Carlo

I want simulat micro strucure evolution in metal fromind, e.g. rolling. To capture grain growth or refinement, i use MC method and rolling process simulate by FEM method (ABAQUS). Do any one have experience in this field?

Can a beam act like a spring in relation to other spring?

a simply supported beam (length= L) is subjected to an upward force= F at the middle , at the same time there is a spring above the top of the beam at the middle too and the spring is subjected to a downward force = - F .
the spring stiffness is k1, beam stiffness k2 (which equal to the force which produce 1mm deflection at the middle of the beam i.e = 48EI/L^3 ).

the beam can be steel beam UPN 80 , considering weak axis Y (19.4 cm4)

the length of the beam = 1.5 meter

the force = 20 KN

the spring stiffness = 1120 N/mm

An interesting arXiv paper: "Precession optomechanics"

Hi all,

Just thought that the following paper archived at the arXiv yesterday could be of general interest to any mechanician:

Xingyu Zhang, Matthew Tomes, Tal Carmon (2011) "Precession optomechanics," arXiv:1104.4839 [^]

The fig. 1 in it makes the matter conceptually so simple that the paper can be recommended to any mechanician for his general reading, and not only to a specialist in the field.


--Ajit

[E&OE]

I was wondering what is origin of weak form in continuum mechanics.

Choose a channel featured in the header of iMechanica: 

 

 Last day, I took my class of Nonlinear Analysis of solids and structures.

 And I learned about the strong form & weak form in the prilciple of Virtual work.

 I can find the origin of those two form that is from Piola-Kirchhoff stress tensor.

 but why Integral form is called "weak form"? why Differential form is called "strong form"? why?

 I was just wondering.

 

R. Hasanpour's picture

Model a advancing tunnel with ABAQUS

I want to model a advancing tunnel with ABAQUS. This
model will be run in two steps. My problem is modeling of excavating
tunnel after unblance the ground. For this modeling, first the tunnel
must be simulated without excavating it and would be subject to
unbalanced forces that is effecting from gravity. In next step, tunnel
would be excavated. For excavating tunnel it is essential that the
relating meshes to tunnel be removed. I could not remeve these meshes.
If anyone have the solutioun for this problem, please keep me informed.

Taxonomy upgrade extras: 
bitamendi's picture

Mixed hardening Amstrong-Frederick and Ludwik J2 plasticity model VUMAT implementation

Hi, I’m trying to implement a mixed hardening J2 plasticity model. The idea is to use the Ludwik law to represent the isotropic hardening and the Amstrong-Frederick law for the kinematic hardening, both combine in a J2 classic von Mises model.

 

I need some advice for the return mapping algorithm.

 

jqu's picture

The 48th Annual Technical Meeting of Society of Engineering Sciences will be held October 12-14, 2011

The 48th Annual Technical Meeting of Society of Engineering Sciences will be held October 12-14, 2011 at Northwestern University Evanston, Illinois 60208, USA.  The meeting will have 43 symposia covering a wide range of topics in engineering sciences.  To learn more about the conference and submit an abstract, please check the conference webpage www.ses2011.org.

saberelarem's picture

MODELING COUPLING EFFECTS IN CORD-RUBBER COMPOSITE STRUCTURES

 An analytical model is developed to study the coupling effects in
cord-rubber composite materials. The analytical model takes into account
the mismatch of stiffness between the cords and the rubber matrix
material, and the twist-extension coupling. The transverse deformation,
i.e., normal to the cords direction is based on the normal modes of a
special system which describes the orthotropic and the coupling
behaviour of cord-rubber composites. The equations of motion for the
cord-composite plates are derived using the principle of virtual work.
Results of deformation and stresses are obtained for some typical
cord-rubber composite plates and are compared to the existing solutions.
The results presented illustrate that the coupling effects are

saberelarem's picture

Shearing effects on the breathing mechanism of a cracked beam section in bi-axial flexure

 The main purpose of this paper is to complete the works presented by
Andrieux and Varé (2002) and El Arem et al. (2003) by taking into
account the effects of shearing in the constitutive equations of a beam
cracked section in bi-axial flexure. The paper describes the derivation
of a lumped cracked beam model from the three-dimensional formulation of
the general problem of elasticity with unilateral contact conditions on
the crack lips. Properties of the potential energy and convex analysis
are used to reduce the three-dimensional computations needed for the
model identification, and to derive the final form of the elastic energy
that determines the nonlinear constitutive equations of the cracked

Pages

Subscribe to iMechanica RSS Subscribe to iMechanica - All comments

Recent comments

More comments

Syndicate

Subscribe to Syndicate