What is the appropriate mechanics for understanding the MEMS Suspension tethers?
What is the appropriate mechanics for understanding the MEMS Suspension tethers?
What is the appropriate mechanics for understanding the MEMS Suspension tethers?
Hello,
I am a PhD student in Xi'an, China.
I am studying some XFEM related papers, to start coding the method, I thought it would be easier if I go through a code for a basic XFEM problem.
If anybody who have the code, please send it to me.
my email: lcwlxh [at] 163.com (lcwlxh[at]163[dot]com)
Thank You.
Starting with a few questions which I asked in my introductory class 30 years ago at UC Davis, and which were never answered, I found enough reasons over the years to reject the current theory of elasticity, stress and continuum mechanics entirely.
Hi friends,
I would like to calculate stress intensity factor for bimaterial interface using finite element method. Do you have any suggestion about it? Actually I know a method. According to this method,
1-obtain crack face displacement using numerical solution
2- use dundur parameter
Is this method is correct/enough?
As you know Franc2D code calcuate SIF for mode I and mode I. But I do not know this code can calculate SIF for bimaterial interface?
Thanks
Welcome to my personal website !
Link:
http://sites.google.com/site/haitaozhusite/
I hope I will communicate some interesting ideas with you!
Best regards,
H.T. Zhu
A new $150M Research Center of Excellence (RCE) on Mechanobiology has been set up at the National University of Singapore (http://newshub.nus.edu.sg/headlines/0209/TRCE_20Feb09.php).
Hi!!
I'm still new in the concept of fluids. Please help!! I need a good book which explains navier-stokes equations.
Dear all
i am a new abaqus user, now i use this software to modeling a few layers of soil layers (in geotechnical engineering), here is the information of the ground profile
[0-4m] fill sand layer; Density = 18kN/m2, firction angle=30, cohesion=0, void ratio=0.5
[4-12m] marine deposit; Density = 16kN/m2, firction angle=10, cohesion=30, void ratio=0.5
[12-22m] Alluvium; Density = 18kN/m2, firction angle=30, cohesion=5, void ratio=0.5
Hello,
i'm working on the modeling of thin plate under transverse load. The basic function used for approximation of field variable is RBF function. There are a lot of publications, how the static model of the plate can be created, but no information about dynamic modeling. The following questions are not clear for me:
Hello;
To study the vibration of a sandwich plate I evaluate the complex shear modulus with the GHM method.
Can you tell me how I can enter the complex shear modulus in ABAQUS:
Gv := 0.142*((w/(2*Pi))^0.494)*(1+1.46*I)*1e6
(I^2=-1 , w =2*Pi*f , f: frequency)
Greetings