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  • Users: giezu
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  1. giezu

    Reduced integration

    How the stresses are recovered to nodes from reduced integration? Element quad4, one gauss point in the center of element.
  2. giezu

    CQAD4 integration point

    How many intagration points has element CQAD4? 4 or 1 in the center?
  3. giezu

    Occasional loads B31.3

    Hi Guys, I have some example which bother me. I hope you can help me. Simple example (description according to B31.3): Sc= 100MPa Sh=100MPa f=1 SL=10MPa- Sustained stress SE=240MPa- Expansion stress then Sa= 1*(1,25*100+0,25*100)=150MPa+ (Sh-SL)=150+90= 240MPa (add liberal stress) So Se=Sa...
  4. giezu

    EN 12953-3 Flat plates

    Hi, In chaper 10.2.4 equation 10.2-2 we are calculating the wall thickness of flat plate. What about weld factor v. This is not included in this equation nad why (in my situation flat plate is welded form two plates)?. If for exapmle I have weld factor v=0,85 shall I divided ech/sqrt(v)?? Best...

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