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.


  
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  ooooO   Ooooo   Jose Francisco Zarate        [log in to unmask]
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