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#20766 - 09/16/08 02:23 AM Load case combination method for occasional load case
shr Offline
Member

Registered: 02/16/07
Posts: 508
Loc: Singapore
I have seen people are using different approach for load combination method for occasional load case .
Like say if below is the load case
1) W+P+T ( OPE)
2) W+P+T+F (OPE )
3) W+P ( SUS )
4) L2-L1 ( OCC)
5) L3+L4 ( OCC )
6) L1-L3 ( EXP )
Then combination different method as mention bellow.
a) L4 algebraic & L5 absolute method
b) L4 scalar & L5 absolute method
c) L4 algebraic & L5 scalar method

My question is which one among three is more technically correct?

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#20768 - 09/16/08 02:53 AM Re: Load case combination method for occasional load case [Re: shr]
MANI Offline
Member

Registered: 04/05/07
Posts: 8
Loc: Jakarta

Refer the link below from COADE animated Tutorials and the slide static Load case setup/Modification

http://www.coade.com/support_tutorial.asp


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#20773 - 09/16/08 07:00 AM Re: Load case combination method for occasional load case [Re: MANI]
Sam Manik Offline
Member

Registered: 04/02/08
Posts: 231
Loc: Jakarta, Indonesia
Dear shr,

Simply go to the link below and download the pdf file there. Go to relief valve case by considering F1 only for example.

http://www.coade.com/ubbthreads/ubbthreads.php?ubb=showflat&Number=19854&page=2#Post19854
_________________________
Many thanks & regards,
Sam Manik

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#20787 - 09/16/08 08:40 PM Re: Load case combination method for occasional load case [Re: Sam Manik]
shr Offline
Member

Registered: 02/16/07
Posts: 508
Loc: Singapore
Thanks Mani & Samsul

From the document Samsul mention I find the Option a & option c as I mention in my previous post will give the same result, occasional stress point of view.
Yes I personally checked one file it gives same stress. So both the option can be used.

Thanks & Regards

Habib

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#20824 - 09/18/08 12:33 AM Re: Load case combination method for occasional load case [Re: shr]
Zhao X.H. Offline
Member

Registered: 08/21/08
Posts: 7
Loc: China

i think,absolute and scalar combination is the same when calculate stress,cause stress >1.so your a=c,while for b31.1,scalar combination is required for check the occ stress.

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