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Subject:

Re: FW: [xansys] A question on explicit dynamic analysis

From:

"DR. Andrew H.C. CHAN" <[log in to unmask]>

Reply-To:

[log in to unmask]

Date:

Mon, 6 Mar 2000 14:03:09 GMT

Content-Type:

text/plain

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text/plain (45 lines)

> Dear all,
> 

Dear Alex,

> I have a question on explicit dynamic analysis.  My question is as follows.
> For implicit static structural analysis, if the constraints, loads and
> material properties are correctly imposed, the converged solution will tend
> to the true one as the mesh is refined subsequently.   Does this rule still
> hold for explicit dynamic analysis?  If yes/not, why?

In general yes but the rate of convergence could depend on the 
representation of the mass matrix. Why did you ask the question?

> Thanks in advance.
> Alex Ng
> 

regards,

Andrew

> To SUBSCRIBE: send blank email to [log in to unmask]
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> Archived on http://www.infotech.tu-chemnitz.de/~messtech/ansys/ansys.html
> <http://www.infotech.tu-chemnitz.de/~messtech/ansys/ansys.html> 
> ANOTHER archive.. http://www.eScribe.com/software/xansys/
> <http://www.eScribe.com/software/xansys/> 
> (A poor archive is also at  http://www.onelist.com/archives.cgi/xansys
> <http://www.onelist.com/archives.cgi/xansys> 
> 
--
All things changed but not the fundamentals.
- Ancient Chinese saying

Dr. Andrew H.C. Chan: [log in to unmask] or [log in to unmask]
Reader, School of Civil Engrg, Univ of Birmingham B15 2TT UK
Tel: +44(0)121 414 5100 Fax: +44(0)121 414 3675 Mobile: 0777 324 3055
http://www.bham.ac.uk/CivEng/pg/soils/chan/chan01.htm


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