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. 2023 Oct 13;16(20):6685. doi: 10.3390/ma16206685
a length of the suspended section of the pipeline
Cn normal drag coefficient
Ct tangential drag coefficient
D outer diameter of the steel part of the pipeline
E Young’s modulus
EI flexural rigidity of the pipeline
Fn normal environmental loading in the section of pipeline
Ft tangential environmental loading in the section of pipeline
f 0 ovality
fu tensile strength to be used in design
fy yield stress to be used in design
IDstress inner diameter of stress
M bending moment of the section of pipeline
N axial force in the section of pipeline
ODstress outer diameter of stress
p 0 external pressure
pi internal pressure
pmin minimum internal pressure
q gravity of unit length of the pipeline in the sea
Q shear force in the section of pipeline
s length of the pipeline
t1 pipeline wall thickness
t2 thickness of coating layer
u transverse displacement of the pipeline
v axial displacement of the pipeline
Vc velocity of ocean current
αfab fabrication factor
αpm plastic moment reduction factor for point loads
γm material resistance factor
γsc safety class resistance factor
ρ s density of seawater
θ inclination angle of the section of pipeline
σ 1 axial stress
σ 2 radial stress
σ 3 hoop stress