
CAEPIPE v5.1J Released
CAEPIPE v5.1J Released
B31.1 piping code updated to 2001. B31.1 material properties are not yet updated.
For the European piping code EN 13480, the tensile strength (Rm) can be input for a material which is used in calculating fc in Eqn (12.1.3-2).
For piping code = none, the SIF for a bend of less than 90 deg is interpolated as follows:
A scalar multiplier for the B31 90 deg bend SIF can be developed based on ASME/BPVC Section III, Division 1, Case N-319-2, "Alternate Procedure for Evaluation of Stresses in Butt Welding Elbows in Class 1 Piping" which provides rules for bending stress indices for curved pipe of arc lengths between 0 and 180 deg. The in-plane stress indices for varying arc length from Case N-319 are:
C(2z) = 1.95/h^(2/3) for bend angles of 90 deg or greater [Note, the index is approximately 2 times the B31 90 deg elbow SIF, i.e., the difference between "design by rule" (B31/effective) stresses and "design by analysis" (theoretical) stresses.]
C(2z) = 1.75/h^(0.56) for a bend angle of 45 deg
C(2z) = 1.0 for a bend angle of 0 deg (straight pipe)
The Case states the stress index may be interpolated between bend angles. Thus, a 45 deg bend SIF could be reasonably estimated to be the B31 SIF multiplied by C(2z) for a 45 deg bend divided by C(2z) for a 90 deg bend. Other bend angle SIF's could be interpolated between the given C(2z)'s.
[Note, however, the effect of arc length will likewise alter bend stiffness which this does not address.]
For other piping codes, the SIF interpolation will be implemented as an option in a future version.
Bug correction: For ASME(1986) and ASME(1992) the butt weld SIF was calculated according to ASME 1980.
Bug correction: Hanger loads were not calculated correctly for hydrotest case.
Bug correction: Beam sections were not converted properly from version 3.71.
Bug correction: Spectrum library was not read properly if it was written in versions 5.1 upto 5.1I.
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