how to calculate profile and stress for pipeline lowering
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Input Value Station, X (m)Young's Modulus, E (Pa) 2.00E+11 0One half diameter of Pipeline, C1 (m) 0.355 1Specified Minimum Yield Strength, SMYS (Pa) 4.48E+08 2Allowable bending stress ratio, SR 0.5 3Allowable bending stress, S (Pa) 2.24E+08 4Radius of bend, R (m) 317 5Deflection or drop from the horizontal, Y (m) 0.45 6Horizontal distance, X (m) 17 7Total Horizontal distance, X (m) 34 8
Deflection, Y (m) Numeric Input0.00 3.65 Young's Modulus, E (Pa)0.00 One half diameter of Pipeline, C1 (m)0.01 Specified Minimum Yield Strength, SMYS (Pa)0.01 Allowable bending stress ratio, SR0.03 Allowable bending stress, S (Pa)0.04 Radius of bend, R (m)0.06 Deflection or drop from the horizontal, Y (m)0.08 Horizontal distance, X (m)0.10 Total Horizontal distance, X (m)0.130.160.190.230.270.310.360.400.460.460.460.470.480.500.510.530.560.580.610.650.680.720.770.810.860.91
Value Station, X (m) Deflection, Y (m) Numeric2.00E+11 0 0.00 50