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#29823 - 09/05/09 09:49 AM Tubesheet design as per asme Sec VIII div 1
gipb4u Offline
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Registered: 05/18/09
Posts: 24
Loc: mumbai india
For tubesheet integral with shell/channel, if the shell/channel stresses exceeds the allowable limit the code suggests to increase the tubesheet thickness(as one of the option) how does this helps?
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#29826 - 09/06/09 02:27 PM Re: Tubesheet design as per asme Sec VIII div 1 [Re: gipb4u]
Mandeep Singh Offline

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Registered: 12/15/99
Posts: 600
Loc: Houston, Tx, USA
You are looking at the stress at the junction of the tubesheet and the integral cylinder. So, if you increase the tubesheet thickness it reduces the stress at the junction.

But depending upon your case, a better option might be to try Elastic-plastic iteration.
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#30177 - 09/24/09 12:33 AM Re: Tubesheet design as per asme Sec VIII div 1 [Re: Mandeep Singh]
RSVTVL Offline
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Registered: 07/17/09
Posts: 25
Loc: HARYANA INDIA
Dear friends

I would like to add further add to Mr.Mandeep Singh's reply that increasing the tubesheet thickness result in decreased deformation (deflection or slope) at the junction and thus the resulting shear force / bending moment (arising out of compatibility consideration) decreases. That is why the shell stress in the junction decreases.

With regards

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#30191 - 09/24/09 11:19 AM Re: Tubesheet design as per asme Sec VIII div 1 [Re: RSVTVL]
Mandeep Singh Offline

Member

Registered: 12/15/99
Posts: 600
Loc: Houston, Tx, USA
Thanks for the explanation.
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Mandeep Singh
CADWorx & Analysis Solutions
Hexagon PPM

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#30476 - 10/08/09 01:01 AM Re: Tubesheet design as per asme Sec VIII div 1 [Re: Mandeep Singh]
gipb4u Offline
Member

Registered: 05/18/09
Posts: 24
Loc: mumbai india
Thank you sir for answering the query.
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