tutorials:
Where do i get tutorials with step by step procedure on abaqus. I need to solve a beam problem using composite layups with 3D elements
Where do i get tutorials with step by step procedure on abaqus. I need to solve a beam problem using composite layups with 3D elements
Hello!
I am
working on my master project, regarding post buckling of laminates with
piezoelectric layers.
Hi,
I am working on my post grads project, i would be very thankful if anyone does needful in this regard.
I need some suggestions in deriving out the non-linear governing equation for a simply supported flat rectangular laminated plate , here i considered a uniformly distributed load.
I have taken Von-Karman strains e(xx), e(yy), e(xy) with non-linear terms for a single term,
to derive the equilibrium equations of motion, is virtual principles of work or displacement necessary?
Hi,
I am Sri Harsha from IITMadras.
I have been trying to do composite with 40 plies out of which 20 taper plies in 1 in 20 ramp.
It is giving error which I am sending in the attachment..
If
I am trying to work with 20 normal plies with no taper plies in it and only 20 taper plies separately
it is working but when I do combine these two it is giving error. I do not
know what was wrong in it. Can anyone please help me out in this. I have
to do this as soon as possible.
Hallo,
I am a Computational Mechanics Student. I always come across during class of Finite Element Methods. I want to know what does actual mean by "Weak Form"? IAnd What are we take Test Function while using in Galerkin Method?
Hello....
I have one Finite Element Analysis Question.
For static analysis inertia and damping forces are negligible. To what extent must the load vary with respect to time, so as to consider Dynamic analysis instead of static analysis for a given FEA problem.
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Hello, pls i need ur assistance on how to solve these problems
1) calculate young's modulus for an iron crystal when tension is applied along a <122> direction.
2) consider a thin-wall tube that is 1 inch in diameter and has a 0.010-inch wall thickness. let x, y and z be the axial, tangential(hoop), and radial directions, respectively.
(a) the tube is subjected to an axial tensile force of 80 lbs. and turque of 100in-lbs what is the magnitude of the largest principal stress?
Hello, pls i need ur assistance on how to solve these problems
1) calculate young's modulus for an iron crystal when tension is applied along a <122> direction.
2) consider a thin-wall tube that is 1 inch in diameter and has a 0.010-inch wall thickness. let x, y and z be the axial, tangential(hoop), and radial directions, respectively.
(a) the tube is subjected to an axial tensile force of 80 lbs. and turque of 100in-lbs what is the magnitude of the largest principal stress?