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Addendum To Pressure and Chemical Potential - a question on hydrostatics

Submitted by Tony Rockwell on

The question was raised in class as to what the appropriate equilibrium condition for a column of fluid at rest should be. Specifically, given we expect a hydrostatic gradient in pressure with height, whether  the chemical potential must be the same throughout the column was questioned. Here are my first thoughts. In brief, I assert that  the chemical potential must be everywhere identical, and that the pv term is balanced, at every height in the column, by the potential energy conferred by position in a gravitational field.

Localization of Inelastic Deformation 2009

Submitted by jenda_z on

Dear colleagues,

I would like to bring to your attention the advanced course on Modeling of localized inelastic deformation that will be taught by Milan Jirasek in Prague, Czech Republic on 14-18 September 2009. 

More detailed information on the course is posted at http://mech.fsv.cvut.cz/~milan/course2009.html. We are looking forward to seeing you in Prague!

Call for paper: 2010 SAE World Congress- CAE Analysis, Test Correlation and Optimization

Submitted by Anonymous (not verified) on

Dear All,

You are encouraged to submit abstracts for SAE 2010. The deadline for

abstract is June 1.

 

 http://www.sae.org/congress/techprogram/cfp.htm

 

 

 

2010 SAE World Congress April 12-15 • Cobo Center • Detroit, Michigan, USA

Call For Papers

PROGRAM M106:

Abaqus 3D model and 2D meshed cross-sections

Submitted by Anonymous (not verified) on

I have a 3D model in Abaqus of a wind turbine rotor, modelled with shell elements (S4R and S3). To use the same blade in an aeroelastic wind turbine code (HAWC2 from Risoe), I want to convert selected cross sections of the 3D model to Timoshenko beam elements.

Coupling Abaqus with an aeroedynamic code - PART 2

Submitted by Anonymous (not verified) on

In a previous post some months ago (see here), I mentioned some of the questions I had considering the aeroelastic response of a wind turbine rotor. In this post I just want to give, for those interested, a brief status report.

2 Questions about VUHARD and VUMAT

Submitted by stanleysjtu on

I am trying to implement an analytic formulae of dynamic flow stress in material plasticity in abaqus. The model is similar to FlowStress=K*(PlasticStrain^n)*(StrainRate^m). 

Could you provide help for these 2 questions?

1: Is it OK to define Young's modulus (E) and v in "Elastic" and choose "User" in "Plastic-->Hardening" with the subroutine "VUHARD", instead of by "VUMAT" with plasticity criterion and calculation of delta stress and strain?

cracked rotor

Submitted by pushpendra sin… on

sir

can i find natural frequencies of cracked rotating shaft in ansys.i am using contact elements to model crack due to which nonlinearity comes into picture.since modal and harmonic analysis cannot solve nonlinear problems,so please tell me in detail the steps to find natural frequency .

my project submission date is on 15th june and i have no results.pls reply as soon as possible

it will be yr great help.

thanks in advance

pushpendra

iit roorkee