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Predicting the Young’s modulus of nanowires from first-principles calculations on their surface and bulk materials

Prof. Xiaodong Li and I are collaborating in identifying those physical mechanisms that govern the mechanical properties of nanomaterials. Recently, we have a manuscript accepted by the Journal of Applied Physics and would like to share it with you.

SEEKING SOME HELP WITH LETTERS OF INTEREST FOR POSTDOCS

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Hi guys,

Since I graduated in Germany and I'm looking for a
postdoc position in the States I come across these requested 'letters
of interest' and I really don't quite know how I'm supposed to be exactly composing those.

I'd really appreciate some help. Thanx a LOT!!!

 

PS I already tried google! ;)

the DEM's solutions for static mechanics seem strange

My own DEM(Discrete Element Method) program's solution for static problem seems strange.

I use my program to calculate the displacement of a cantilever under static pressure:

1. it seems my program shows convergence for static problem as the mesh gets denser. As the mesh grows denser(that means the particle becomes smaller), the displacement(of y direction)  of the free tip becomes smaller.

Concrete UMAT

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Has anyone created a UMAT user subroutine for concrete, capable of cyclic loading.  I am interested in modeling a composite steel frame with concrete slab, and the "Damaged Plasticity" model in ABAQUS has convergence issues with the cyclic analyses.  If it is possible to get a copy of your UMAT, I am very interested.

Thanks

GS Prinz

Seeking Summer Internship Opportunity

I am a third year undergraduate student of IIT Kharagpur (www.iitkgp.ernet.in). In the coming summer, we are supposed to do summer training in some industry in, or out of India, whereas if we want to do internship in a university it must be a foreign university (internship in Indian universities is not allowed).

Working on wave propagation on pipe/cylinder

I am working on pipeline crack detection simualtion using Ansys. since wave propagation is a transient analysis and I have never used Ansys for this kind of simulation. Help me out if you know any source where I can take it as a reference and start my simulation.

Thanks

Modeling of large strain deformation in Abaqus

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Hi everybody,

I'm trying to model large strain deformations in Abaqus by writing a user defined material code in order to implement the governing constitutive equations of the material. As far as I know, Cauchy stress tensor should be used in the model to presume non-linear finite elements, but I don't know how one can implement Cauchy stress tensor in a UMAT used by Abaqus.

Thanks,

Hadi

Faxin Li's picture

An inverse-pole-figure method for analysis of polycrystalline ferroelectrics/ferroelastics

 Recently, enlightened by the definition of inverse pole figure in Materials Science, I proposed an inverse-pole-figure (IPF) method for analysis of domain switching in polycrystalline ferroelectrics/ferroelastics.

How to define a displacement rate as a pressure uniform load?

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Dear All,

I would like to simulte a 2-d tension test which has been conducted using a displacement rate 1mm/min till failure. Can some one explain how to define this displacement rate using Abaqus 6.7? Also, I would ask another question, can this displacement rate be considered as a vilocity? and can be modeled as a velocity field?

Regards,

M. G. H

McGill University, Canada 

Modeling masonry in ABAQUS

I am quite new to ABAQUS and trying to model structural masonry.I am facing difficulties in defining material property and analysis procedure.I was wondering if anybody has worked on this particular area and provide me with some useful resources.

 Any Help in this regard will be highly appreciated

Thanks and Regards,

Dhruba

Jianliang Xiao's picture

Mechanics of buckled carbon nanotubes on elastomeric substrates

We have studied the scaling of controlled nonlinear buckling processes in materials with dimensions in the molecular range (i.e., ~1 nm) through experimental and theoretical studies of buckling in individual single-wall carbon nanotubes on substrates of poly(dimethylsiloxane). The results show not only the ability to create and manipulate patterns of buckling at these molecular scales, but also, that analytical continuum mechanics theory can explain, quantitatively, all measurable aspects of this system.

efg method

Dear Prof. Dolbow

 In your 1D efg program, you have used u=d(1:nnodes). I think, you should calculate "u" by summing after multiplying with the shape functions and "d". Because in the figure 2 phi(x) is not equal to one at the node. Phi(x) satisfies the partition of unity.

Please clearify my doubt if I am wrong.

Best regards

krishna

venkatakrishnaraop@gmail.com   

CFD Based Aeroelasticity

Can anyone provide some guidelines regarding  CFD based aeroelasticity? And if possible some references as well.  

Fatigue Crack Propagation Analysis by means of ANSYS

HI Every Body

 I am postgraduate student of NavalArchitecture, My thesis is Fatigue Crack Propagation in ship Industry, I want to use Ansys Software for this purpose, at first I generated a plate with a central Crack and did fine mesh around crack and saw the results, for next step I should propagate the crack, my questions are as below:

1. How we can predict the Crack path?

2. how should I growth the crack? shall I clear mesh and extend the crack or.....???? I don't know?

3. How Can I use from Interface Elements?

 Thanks in advance

Surface Energies? Continuum Molecular Dynamics?

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I recently encountered the research of Phil Attard and others, in which the contact problem is solved, relaxing the restrictions of the traditional contact models (Hertz, JKR, DMT) and solving based on a formulation where the governing equations are derived using finite-range surface forces and calculated numerically, self-consistently.

test

test

open issues in interface mechanical modeling

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Hi everyone!

I'm brand new of this website, but I'm already very excited about it - it's really helpful.

ANSYS

Dear all,

Hello, I am working on stress analysis of a plate by ANSYS, I need to change material properties and real constants of some elements while the load is increased say from load step 1 to 1.1 and onwards. By using restart command the program either restart the analysis from zero loading with new values of MT and RC for the elements or keep the substeps of the load and does not change the MT and RCs.

Please note that the selected element does not support "kill" command. 

I would very much appreciate to be advised in this regard 

Best Regards

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