Transversely Isotropic Invariants
Hi Everyone,
I want to know about the Transversely Isotropic Invariants, Can anyone suggest me a good reffernce
Thank you in advance
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Hi Everyone,
I want to know about the Transversely Isotropic Invariants, Can anyone suggest me a good reffernce
Thank you in advance
i need your help in working on modeling of my project in Abaqus.
im working on model of an Article.
the field of project is about underwater explosion.
This is the original article:
http://www.sciencedirect.com/science/article/pii/S0167844209000731
first i have to design the model of the article in abaqus.
as you see in article the model is a submarine hull.
Hello everyone,
I m doing M. Tech in Machine Design
I have to take dissertation topic where i can research.
My area of interests are Design,Stress analysis,ANSYS,Creo.
But i don' want to go for thermal and fluid side.
so plz suggest me some good topics where i can research.
Reply quickly Because i have to submit on tomorrow.
Thanking You...............
Dear all,
I want to construct a constitutive relation to model the elastoplastic damage behavior of rock salt which is considered as an excellent host medium for gas storage facilities. Because rock salt is a kind of typical geomaterials, confinement sensitive and inclusion effect should be considered in the constitutive model. However, I have encountered many difficulties in the course of the study. There are some issues I am a little confused.
Hello everyone,
I'm currently doing an analysis on the convergence rate of an incremental model that I have implemented in ABAQUS using a UMAT. Here's the BIG lines of the problem:
1) In UMAT : Solution of a differential equation using explicit Runge-Kutta 4 (RK4), which has a 4th order convergence rate, yields the stress state "S". (In my problem, stresses are applied)
Hi,
Im building hypoplastic constitutive model into FLAC3D.
My formulation is by the Jaumann stress rate.
In order to implement the model into the FEM does I need to change the increment stress as followed by the Jaumann stress rate definition as
dsigma=jaumann+W*sigma-sigma*W
where W is the skrew-symmetric part of the velocity gradient.
Or should I use the Jaumann stress rate as the incremental stress.
Thanks,
DoKo.
Hello Everyone,
I have modeled two plate with a hole clamped using a bolt (modeled as three dimensional solid) which is subjected to a axial load,I am using AbaqusV 6.10, now i need to check what amount of load is taken by bolt, Which result should i check or what should i look for in visualization mode?
Hi,
i need some help in writing the surface mesh in abaqus. i have a wing model, meshed using hexahedral mesh. now what i want is to write the surface element detail on a file, containing the element number and its neighbouring four nodes. for example
12, 2 3 5 6
here 12 is the element number and 2,3,5 & 6 are the corresponding nodes.
Hellow Mechanics
I wender about the limitation of the Navier methode for the solution of the probleme of plate " Why is vailable only for simply supported plates " for wiche raison " mathimathicaly or another thing.........?
thanks
hi a problem occur in appling the code for asteel pipe buried in soil with an applied voltage on the pipe
please help if you need more information tell me