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Subject: Re: Optimizing section capacity
Author: Yaser Jaradat
Date: 2002-06-06 14:22:00

I understand that logic. but this is the problem, I have a section of composite
layers and I want optimize it
for maximum capacity through fiber oriention....So what should be my objective
function if it is not P ?

Also I thought of an other OBJ function other than P and related to P, like
deformation or stress!
Just I wanted to know if it works with P as an objective function, but it seems
not.

Yaser Jaradat
Dept. of Civil Engineering
University of Maryland
College Park, MD 20742
Phone: 301-405-1952

shenyeh_chen wrote:

> I don't think it will work.......

> P is an objective function, which means it has to be evaluated in the
> process. In your input, the only action to evaluate
> P is

> "P=10"

> So P will be 10 forever. A Constant. How can you
> minimize/maximize a constant ?

> You will have to understand your problem more. The capacity should
> be a function of the load you apply, among other things (like
> fiber orientation, ply thichness, etc) not the load itself.
> Defining the load you are alreafy applying as a value to optimize is
> not making any sense. You probably want to optimize some response
> caused by the load (???).

> Shen-Yeh Chen
> Honeywell ES&S
> Phoenix, Arizona

> --- In xansys@y..., Yaser Jaradat wrote:
> > Shen-Yeh,

> > Don't worry about me, I will not get heart burned, I have a lot of
> water to cool it ....:) ...Its just a matter
> > of misscommunication.

> > Regarding my problem, when I said didn't work I meant that when I
> assigned the applied nodal load as an
> > objective function it didn't work ...what I wanted to know is if
> ansys can accept an input parameter as an
> > objective function for optimization or not. Or it has to be a
> variable to be calculated within the process like,
> > Volume, Area, Stress, buckling load....etc.

> > P=10 initial applied load

> > Nsel, nodes on which load applied
> > F,all,FY, P/(selected nodes)

> > Solve

> > /opt

> > opvar,theta,dv

> > opvar, stress,sv

> > opvar,OBJ, P. ?? will this work ?

> > Yaser Jaradat
> > Dept. of Civil Engineering
> > University of Maryland
> > College Park, MD 20742
> > Phone: 301-405-1952

> > shenyeh_chen wrote:

> > > Yaser,

> > > Don't get heart burn because of this. If you are posting on
> > > fea-optimization or LS-DYNA group, you will be asked to identity
> > > yourself too (or you will be totally ignored). I even got kicked
> out
> > > of this group few weeks back because my eamil address looks like a
> > > free one. So I had to change my email to my company address.

> > > Capacity of composite can be tricky, and you have to define what
> > > you mean by "capacity" first. It can be the compliance, can be
> > > the stiffness, or it can be the damage level.

> > > There are a lot of situation that we can catagorized as "not
> > > working" in optimizaiton. Either it doesn't reach a feasible
> solution,
> > > or it doesn't give an optimum solution, or it gives a wrong
> solution,
> > > or it escapes from your desired design space, or it never
> converges
> > > and iterates forever. Which one is your situation ?

> > > remember that optimization is not only a nonlinear problem, it is
> > > an "inequality" problem too. So the way you formulate it will be
> > > very important.

> > > Shen-Yeh Chen
> > > Honeywell ES&S
> > > Phoenix, Arizona

> > > --- In xansys@y..., "Bohlen, Dan (GEAE)" wrote:
> > > > Sorry, nationality does count. Ansys is not available in
> certain
> > > countries
> > > > therefore people who post from those countries cannot have a
> > > legitimate copy of
> > > > the program. We don't like to help those with cracked copies of
> > > Ansys.

> > > > On a less legal angle, it's just polite to know who you are
> talking
> > > to.

> > > > Dan Bohlen
> > > > Xansys Listmiester

> > > > -----Original Message-----
> > > > From: Yaser Jaradat [mailto:yjaradat@g...]
> > > > Sent: Thursday, June 06, 2002 11:53 AM
> > > > To: xansys@y...
> > > > Subject: Re: [xansys] Re: Optimizing section capacity

> > > > You should have asked me this question long time ago because I
> am
> > > writing to the
> > > > group almost everyday and I am
> > > > getting responses most of time. Regarding who am I and where
> from, I
> > > think all
> > > > of us are using this group to
> > > > share knowledge and information doen't matter the race or
> > > nationality. The
> > > > response should not based on such
> > > > thing. Also I am attaching a signature with my information in
> all
> > > my emails.

> > > > Yaser Jaradat
> > > > Dept. of Civil Engineering
> > > > University of Maryland
> > > > College Park, MD 20742
> > > > Phone: 301-405-1952

> > > > shenyeh_chen wrote:

> > > > > If you tell us who you are, and where your are from, you will
> > > probably
> > > > > get more response.

> > > > > Optimizing the composite fiber orientation is an old topic in
> > > > > optimization. You should do a paper search.

> > > > > If you are doing research on this field, you should probably
> try
> > > to
> > > > > figure out the formulation by yourself.

> > > > > Shen-Yeh Chen
> > > > > Honeywell ES&S
> > > > > Phoenix, Arizona

> > > > > --- In xansys@y..., Yaser Jaradat wrote:
> > > > > > Hello

> > > > > > I asked this quetion yesterday about maximizing the load
> > > capacity
> > > > > for a built up section by using the load
> > > > > > which is an input parameter as and OBJ variable.....I tired
> it
> > > but
> > > > > didn' work !

> > > > > > Any comments on that ?

> > > > > > Yaser

> > > > > > Nanjudareddy wrote:

> > > > > > > Hi

> > > > > > > Please cross check your material properties and and units.
> > > > > > > we have run the model with different material properties
> and
> > > found
> > > > > the
> > > > > > > conduction through out the length.

> > > > > > > regards,
> > > > > > > N Reddy
> > > > > > > Design Engineer,
> > > > > > > Infotech Enterprises Ltd,
> > > > > > > Hyderabad, India

> > > > > > > At 06:57 AM 06/06/2002 -0000, you wrote:
> > > > > > > >Dear Xansys Users:
> > > > > > > >First: In reply to some suspicius xansys users I must say
> > > that:
> > > > > > > >This is not homework. I'm writing a manual to teach
> Thermal
> > > > > Analysis
> > > > > > > >with Ansys for Engineering, Masters and PhD Students.
> > > > > > > >Should you not belive this you can visit
> > > > > > > >http://usuarios.lycos.es/el1max/Proyec_Sec/
> > > > > > > >where I keep a buckup of some of my files. (In spanish)
> > > > > > > >I please ask you not to spread those files for they are
> my
> > > work.
> > > > > > > >It's my project and I have to read it by July and so I
> need
> > > help.
> > > > > > > >If still you are not a beliver you can bother to contact
> my
> > > > > thesis
> > > > > > > >director Pedro Di‚guez, Dean of the Engineering School at
> the
> > > > > > > >Universidad Publica de Navarra. Pamplona. Navarra. Spain.
> > > > > > > >http://www.unavarra.es/organiza/etsiit/

> >http://www.unavarra.es/organiza/etsiit/enlaescuela/composicion.html

> > > > > > > >Thus said I'm sorry for not having followed the nettique
> > > about
> > > > > > > >signing the mail. At least I said what the topic was on
> the
> > > > > subject.
> > > > > > > >Now I repost my question.
> > > > > > > >Thank you for your help.

> > > > > > > >Max Florez
> > > > > > > >Mechanical, Energy and Materials Engineering Department
> > > > > > > >Universidad Publica De Navarra.
> > > > > > > >Campus Arrosadia. 31008 Pamplona
> > > > > > > >Navarra. Spain.
> > > > > > > >Cell:605465424
> > > > > > > >Email:maxbezu@y...
> > > > > > > >mflorez@m...

> > > > > > > >Hello:
> > > > > > > >I'm trying to make a transint thermal analysis of a pipe.
> > > > > > > >The pipe is a the begining at -20C and the a fluid flows
> in
> > > the
> > > > > > > >inside with h=500 and t Fluid=60.
> > > > > > > >The outside of the pipe is insulated
> > > > > > > >The model is 3D using solid 90.
> > > > > > > >For some reason the head is not conducted from 1 element
> to
> > > the
> > > > > next.
> > > > > > > >ANy idea why??
> > > > > > > >Thank you very much:
> > > > > > > >Here is the log:

> > > > > > > >/PREP7
> > > > > > > >ANTYPE,trans
> > > > > > > >ET,1,SOLID90
> > > > > > > >MP,KXX,1,63.9
> > > > > > > >MP,KXX,2,0.0001
> > > > > > > >mp,dens,1,7823
> > > > > > > >mp,dens,2,1
> > > > > > > >mp,c,1,434
> > > > > > > >mp,c,2,100
> > > > > > > >CSYS,1
> > > > > > > >CYL4,0,0,100,0,104.1,2,4
> > > > > > > >lsel,s,line,,1,3,2
> > > > > > > >lsel,a,line,,6,8,2

> > > > > > > >LESIZE,ALL, , ,11, ,1, , ,1,
> > > > > > > >lsel,s,line,,2,7,5
> > > > > > > >lsel,a,line,,11,12
> > > > > > > >LESIZE,ALL, , ,1, ,1, , ,1,
> > > > > > > >VSWEEP,all

> > > > > > > >emodif,2,mat,2

> > > > > > > >NSEL,ALL
> > > > > > > >OUTPR,,1

> > > > > > > >FINISH
> > > > > > > >/SOLU
> > > > > > > >OUTRES,,ALL
> > > > > > > >TIME,480
> > > > > > > >DELTIM,10

> > > > > > > >AUTOTS,ON
> > > > > > > >Allsel
> > > > > > > >TUNIF,-20
> > > > > > > >KBC,1
> > > > > > > >NSEL,S,node,,43,46,1
> > > > > > > >nsel,a,node,,89,92,1
> > > > > > > >SF,ALL,CONV,500,60

> > > > > > > >allsel
> > > > > > > >SOLVE
> > > > > > > >FINISH

> > > > > > > >/POST26
> > > > > > > >NSOL,2,89,TEMP, ,
> > > > > > > >NSOL,3,47,TEMP, ,
> > > > > > > >PLVAR,2,3,

> > > > > > Yaser Jaradat
> > > > > > Dept. of Civil Engineering
> > > > > > University of Maryland
> > > > > > College Park, MD 20742
> > > > > > Phone: 301-405-1952


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