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Computational Mechanics Forum

How to consider gravity in a dynamic analysis?

Submitted by Shuang Li on

This question may be a little simple. But it confuses me.....

In my case,the analysis is a time-history analysis of a structure under earthquake.

First, gravity analysis, and then, dynamic analysis with constant gravity load (stress and deformation obtained by dynamic analysis will superimpose on those obtained by gravity analysis). However, if the structure is damage, the superimposition is not rational.

1. the equilibrium equation is Mx''+Cx'+Kdx = -Ma - Mg -R or Mx''+Cx'+Kdx = -Ma -R ??

Viscoelastic Cooling -- Residual Stresses

Submitted by shrimad on
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Hi,




I am trying to cool glass (viscoelastic material model) from its
transition temperature to a specific temperature near its annealing
temperature by gradual cooling, by specifying the cooling rate. I want
to estimate the residual stresses as a result.




I am not clear as to how to specify the problem in ANSYS. For ex,
if I want to cool from 500 C (which is also my reference temperature)
to 200 C at the rate of 2C/sec, then how do I specify the cooling rate
and the end temperature in ANSYS?



How to calculate varying moment of inertia in a slender beam given final curve of deflection?

Submitted by Traveler Hauptman on
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I have no mechanics background so be gentle. Looking for advice on how to approach this problem:

I have a long, slender, straight beam that is then bent into a curve using wire rope as a tension element between either end. Very similar to an archery bow.

2nd spatial derivatives from isoparameteric elements

Submitted by Wenbin Yu on
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Based on my limited knowledge of FEM, I find it is difficult to use isoparametric elements for any problem whose governing
functional involve the second (or higher) partial derivatives of the unknown
functions. I hope some computational mechanicians can help me on this. Currently, I have a formulation derived from micropolar elasticity which has a functional involving second partial derivatives of the displacements. Thanks a lot for any of your suggestions.

FETI and LDL^T decomposition

Submitted by tlaverne on

 

In the FETI method, one need the generalized inverse of a sparse matrix K.

In my case, K is a matrix arising from the finite element discretization on a tetrahedral mesh

of linear elasticity equations. I know how to compute the gereralized inverse from the LDL^T but I am not sure how to compute the LDL^T decomposition efficently. The algorithm use both rows and columns of the matrix...

Should I use a left or right looking algorihtm ?

If someone can provide me any hint to do that, I would appreciate a lot.

Thank you !

Analysis of thin shell element for Buckling in Ansys

Submitted by Aabhas Sharma on

Hi,

i'm trying to analyse a thin shell hollow cylinder with both sides open for buckling  failure under external pressure. the problem i'm facing is that the model is only bending at the sides and not showing real buckling as it should. Can i obtain buckling results in simple structural analysis? What should be my boundary conditins... and what type of shell elementy should i use, and how should i apply normal pressure uniformly on the outer surface. As i am new to Ansys please guide me wioth suitable steps.

Thank You,

aabhas

Computation Time for Diffusion and Mechanics Simulations

Submitted by Josh Zhou on

Can someone please give me some general comments or insights to the simulation time of mechanics and diffusion (assembly time only, i.e., computation time other than solving the linear equations)?

Same mesh is used.  Finite element method with linear elements (triangle or tetrahedra) is used for elastic deformation.  Finite difference method with trapezoidal rule and backward difference is used for diffusion of a single dopant and assembly is done node-wise.  Thanks!