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#36352 - 06/22/10 10:34 PM Linestop Detail to resist slug force
Borzki Offline
Member

Registered: 09/16/04
Posts: 759
Loc: Traz
Does anyone have a special detail of linestop to resist slug force?...Thanks all in advance for the info...

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#36358 - 06/23/10 04:28 AM Re: Linestop Detail to resist slug force [Re: Borzki]
MoverZ Offline
Member

Registered: 11/22/06
Posts: 1195
Loc: Hants, UK
Why would you want a 'special' linestop ? Are you dealing with a very large load ?

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#36373 - 06/23/10 05:46 PM Re: Linestop Detail to resist slug force [Re: MoverZ]
Borzki Offline
Member

Registered: 09/16/04
Posts: 759
Loc: Traz
Hello Moverz...Just being curios on how design a linestop, sort of shoe and directional anchor using the FEA...What are the considerations on how to perform FE analysis due to impact load..Is it a sort of a dynamic analysis?....Just like a car hitting a pole?...Cheers...

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#36381 - 06/24/10 01:25 AM Re: Linestop Detail to resist slug force [Re: Borzki]
MoverZ Offline
Member

Registered: 11/22/06
Posts: 1195
Loc: Hants, UK
Seems to me that you are aiming to do a non-linear FEA ? That can be complex and will require expensive software.

If you can come up with a static equivalent load, you can use FE-Pipe for example.


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#36401 - 06/24/10 04:40 PM Re: Linestop Detail to resist slug force [Re: MoverZ]
Borzki Offline
Member

Registered: 09/16/04
Posts: 759
Loc: Traz
Thanks for the info Moverz...Is there a demo or evaluation version of FE pipe for non-commercial use?...Cheers...

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#36408 - 06/25/10 01:01 AM Re: Linestop Detail to resist slug force [Re: Borzki]
MoverZ Offline
Member

Registered: 11/22/06
Posts: 1195
Loc: Hants, UK
The native FE-Pipe code runs in demo mode without he ESL in place. Contact www.paulin.com.

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