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Subject:

Hemispherical Shell

From:

Francisco Zarate <[log in to unmask]>

Reply-To:

Francisco Zarate <[log in to unmask]>

Date:

Fri, 11 Dec 1998 16:40:37 +0100 (MET)

Content-Type:

text/plain

Parts/Attachments:

Parts/Attachments

text/plain (47 lines)

Dear All


  I'm dealing wiht a 'well knowk' shell test, it is called
 Hemispherical Shell, which is loaded antisymmetrically by
 point loads.

   The references of this test is R.H. MacNeal and R.L.Harder
 'A proposed standard set of problems to test finite element
  accuracy', Finite Elements in Analysus and Design, 1, 3-20 (1985)

  Unfortunaly I do not have this reference and I have diferent
 papers which confuse me about the loads and boundary conditions

  If any one have the 'real' data, please confirm the ones I have:

    for FULL SHELL (not the symmetrical one)

     Radius = 10.0
     Thickness = 0.04
     E = 6.825E+07
     v = 0.3
     F (Point load) = 4.0
 
     ALL BOUNDARYS FREE.

  Do I have the right ones ??

  Thanks in advance and forgive my english.


  
------

  ooooO   Ooooo   Jose Francisco Zarate        [log in to unmask]
 /     ) (     \  ETSECCPB UPC             
 (    /   \    )  CENTRO INTERNACIONAL DE METODOS    
  \  (     )  /   NUMERICOS EN INGENIERIA.        irc: PrauPrau
   \  \   /  /    Modulo C1, Campus Nord UPC.	     
    \__) (__/     C/Gran Capitan S/N           Fax: (34 3) 401 65 17  
                  08034 Barcelona Spain		                          
                                               Tel: (34 3) 401 73 99
 No todo lo hago con la cabeza ....                  



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