XANSYS Message: 95459 [Go back to message list]
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Subject: Re: Structural Dynamics
Author: Christopher Wright
Date: 2008-10-15 17:18:28


On Oct 15, 2008, at 9:12 AM,
wrote:

> I have got a request to work on Operational Shock for a Packaging
> Equipment

First, find yourself a good textbook on dynamics and the use of shock
spectra. These are 2 of my favorites
1. _Vibration Problems in Engineering_, S.P. Timoshenko and Young
2. _Structural Dynamics for the Practising Engineer_, H.M. Irvine
This will get you started.

When you've gone through the applicable chapters, starting with the
basics, do no fewer than 6 of the directly applicable example
problems first by hand and then with ANSYS and make sure you can get
the right answers and that you understand what ANSYS is showing you.
**Do not** simply find yourself a macro or a tutorial somewhere and
run it. You need experience trouble shooting and interpreting other
people's results. Running an example problem and proclaiming yourself
knowledgeable is like borrowing a stethoscope and proclaiming
yourself a doctor.

Finally, code up your problem and do a static run subject to a
constant acceleration equal to the maximum stated base acceleration
times the dynamic amplification. Validate your results to make sure
your model is appropriate and then run it dynamically. You'll need to
know the difference between the statically applied response and the
dynamic response, because someone, who may or may not know the
difference, is going to ask, and you'll look pretty stupid if you
don't know.

Somewhere along the way read 'How to Ask Questions the Smart Way.' Do
it sooner rather than later. We're generally laid back here on
XANSYS, but I understand there are a few old shellbacks who will
cheerfully put a rocket right straight up your kilt for asking
questions before doing your homework, and especially for attempting
to get others to do your work for you. But I don't know a lot about
such people.

Christopher Wright P.E. |"They couldn't hit an elephant at
chrisw_at_skypoint.com | this distance" (last words of Gen.
.......................................| John Sedgwick, Spotsylvania
1864)
http://www.skypoint.com/members/chrisw/



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49617(OT) Source for Structural Dynamics for the Practicing Engineer by H. M. Irvine...Jim Patterson2003/04/28 
49618Re: (OT) Source for Structural Dynamics for the Practicing Engineer by H. M. Irvine...Rick Fischer2003/04/28 
49619Re: (OT) Source for Structural Dynamics for the Practic ing Engineer by H. M. Irvine...John Ceko2003/04/28 
49621Re: (OT) Source for Structural Dynamics for the Practicing Engineer by H. M. Irvine...Bill Weitze2003/04/28 
49622Re: (OT) Source for Structural Dynamics for the Practicing Engineer by H. M. Irvine...Badri Ratnam2003/04/28 
49624Re: (OT) Source for Structural Dynamics for the Practicing Engineer by H. M. Irvine...Rick Fischer2003/04/28 
49625Re: (OT) Source for Structural Dynamics for the Practicing Engineer by H. M. Irvine...Jim Patterson2003/04/28 
49628Re: (OT) Source for Structural Dynamics for the Practicing Engineer by H. M. Irvine...Bill Weitze2003/04/28 
49629Re: (OT) Source for Structural Dynamics for the Practicing Engineer by H. M. Irvine...Martin Liddle2003/04/28 
81373Structural Dynamics for the Practising EngineerCurtis Owens 2006/03/02 
81374Re: Structural Dynamics for the Practising EngineerChristopher Wright2006/03/02 
95452Structural Dynamics2008/10/15 
95453Re: Structural DynamicsWatson, Lee 2008/10/15 
95454Re: Structural DynamicsCarl Mally2008/10/15 
95455Re: Structural DynamicsParis Altidis2008/10/15 
95459Re: Structural DynamicsChristopher Wright2008/10/15 
95461Re: Structural Dynamics2008/10/15 
95471Re: Structural DynamicsDan Bohlen2008/10/15 
95472Re: Structural DynamicsDan Bohlen2008/10/15 
95475Re: Structural DynamicsScott Trevethan2008/10/15 
95476Re: Structural DynamicsChristopher Wright2008/10/1510
95478Re: Structural DynamicsChristopher Wright2008/10/15