limit load in structutal integrity
limit load in structutal integrity
(OP)
1.what is 'limit load' in the structural integrity procedures like R6; BS codes etc. Is this the load where the plasticity starts or it is the max. plastic load or collapse load?
2 for SENB specimen will it be FY=(SIGMA_Yield)*(1-a/W) ??
2 for SENB specimen will it be FY=(SIGMA_Yield)*(1-a/W) ??






RE: limit load in structutal integrity
hope that helps
RE: limit load in structutal integrity
RE: limit load in structutal integrity
so is it the start of plasticity or the max plasticity.
my question is with reference to FAD (failure assesment diagram).
2. so if i assume a flawed speciment (like SENB) with width W and flaw length 'a' the will the limit load be (1-a/W)*Sy?
thanks