Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

  • Congratulations MintJulep on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Plate and Frame Heat Exchangers 1

Status
Not open for further replies.

kooler42

Mechanical
Joined
Oct 28, 2003
Messages
9
Location
CN
Has anyone used FEA'S For the design of PHE'S to ASME Section Vlll Div 1? If so any concerns?
 
The analysis is generally done for the ends plates only, and includes pressure load, gasket contact load, and bolt loads. You can do the analysis via FEA if you can conclude that the design equations provided in Section VIII, Div 1 do not strictly apply, in which case per para. U2g, you can use some other method (e.g. FEA). When doing FEA, you would normally evaluate the stresses, using Section VIII, Div 2, Appendix 4 for guidance, but using the Div 1 allowable stress.

One point of note is that you will probably find a distribution of bolt loads that is not uniform, and suggest you consider that in design of the bolting.
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor

Back
Top