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Subject:

Re: Effect of degenerated 4-node element on FE results

From:

Damian McGuckin <[log in to unmask]>

Reply-To:

Damian McGuckin <[log in to unmask]>

Date:

Mon, 13 May 2002 11:22:27 +1000

Content-Type:

TEXT/PLAIN

Parts/Attachments:

Parts/Attachments

TEXT/PLAIN (19 lines)

On Sun, 12 May 2002, will kim wrote:

> Yes, the degenerated 4-node shell elements can be easily converted
> into 3-node elements by using many commercial software, i.e. Mcrash,
> EasiCrash.
>
> However it is not easy to quantify the effect of 4-node degenerated
> elements on the FE results.

Why not run the 2 jobs with a small sample test case of say a box beam
under compression which should give you lots of buckling phenomena. One
would use 4/degenerated-quad and the other 3/triangle.

- Damian

Pacific Engineering Systems International, 22/8 Campbell St, Artarmon NSW 2064
Ph:+61-2-99063377 .. Fx:+61-2-99063468   | unsolicited email not wanted here !
Views and opinions here are mine and not those of any past or present employer

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