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FEM

Postdoc position at HKUST on computational mechanics/geomechanics

Submitted by Jidong Zhao on

A post-doc position is available now for one who has recently obtained (or about to get) his/her PhD on computational
geomechanics or computational mechanics. The successful candidate is expected to have strong background of mechanics
and extensive experience on computer programming (e.g., coding in FEM and/or DEM), and is able to work independently.
He/she who has previously worked on multi-scale modeling of material behavior will be particularly welcome to apply. The
initial contract is one year and is extendable to multiple years subject to his/her performance and availability of funding.

Looking for a Post-Doc position in Geomechanics, in Europe

Submitted by Adrien Haxaire on

Dear all,

My name is Adrien Haxaire. I am currently Associate Professor at LGCIE, INSA Lyon, France, until end of August. I am looking for a
Post-Doc position in geomechanics in Europe.

During my PhD, I developped a thermodynamical model capable of describing coupled THMC phenomena in unsaturated porous media. It was implemented in Cast3M. 

I am very interested in chemical reactions in porous media, their modelling and implementation. I am also interested in the field of CO2 sequestration.

For Geotechnics Abaqus Users!

Submitted by ziyad on

Hello colleagues,

Iam trying to model load test on board pile. I have already a model which is working but not as I need. I think the interaction between pile and soil is not correctly defined. Has someone an experience with this issue.? How I should define the interaction between soil and pile?

Attached .inp file.

Regards

Ziyad

What Platform Would You Prefer for a Software That Helps in Learning FEM---Windows or Java?

Submitted by Ajit R. Jadhav on

Ideally, this post of mine should carry a poll, but I guess as an ordinary user, I cannot insert one.

Currently, I am writing a small software program that is especially designed to help learn FEM. For instance, I will be providing detailed listings for every intermediate step, e.g. all those [D], [B], [k], etc. matrices for each element, as well as the final assembled global system {F} = [K]{d} and its solution separately at each Gauss point. Only linear static problems for the time being; will add transients/eigenvalue problems in near future.

Question about stochastic Finite Elements

Submitted by tlaverne on

Hi to the community !

I would like to ask if anyone have some experience with stochastic finite elements in an industrial context ?

Would you know some software (free or commercial) package for stochastic finite elements ?

Why do I have the feeling that sfem methods which look to be very promising aren't used much in practice ? Am I wrong when I say that ?



Thank you very much for any help about that !

Thomas Laverne

 

matlab code for 3d element with n number of nodes

Submitted by mahsai on
Free Tags

i have problem in writing matlab code for 3D element to find electric potential at each node

i have the tool surface and workpiece surface and i have to find electric potential in the gap b/w tool and workpiece,for that i assume it as a solid and i took the laplaces equation to find potential i.e  

(∂φ/∂x)2 + (∂φ/∂y)2+ (∂φ/∂z)2=0

and the gap b/w tool and workpiece is divided into n layers and i have to find potential in each layer,for that i am considering it as a hexahedron octanory node element 

Seeking Phd position in Mechanics / MEMS

Submitted by karthi_selvam on

Hello,

I am a Mechanical Engineer with a Masters from Indian Institute of Science Bangalore. I have been working in various fields of Mechanical Engineering: Product development of forging components and in software development of hyper-elastic finite element software development.

FEM Is Not a Local Method (and It Isn't Global Either)

Submitted by Ajit R. Jadhav on

In the literature, FEM has sometimes been characterized as a local approach, but IMO this needs to be corrected.



The piecewise continuous trial-functions of FEM can be looked at from two different viewpoints: