Method for analyzing response of steel catenary riser to waves
A steel catenary and response analysis technology, applied in the testing of measuring devices, instruments, machinery/structural components, etc., can solve the problem of not considering the dynamic coupling between the floating platform and the steel catenary riser, not considering the seabed Soil suction restraint, insufficient precision of analysis results, etc.
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[0076] The present invention will be described in detail below in conjunction with the drawings.
[0077] The invention adopts the method of integral analysis of the floating platform and the steel catenary riser, adopts the large deflection curve beam model to simulate the steel catenary riser, adopts the rigid arm unit to simulate the floating platform, and adopts the elastic foundation beam model to simulate the seabed The restraint effect of soil, and the influence of seabed soil suction is considered.
[0078] 1. Curved beam model
[0079] The coordinate system of the curved beam model used in the present invention is such as figure 1 As shown, the motion equation of the steel catenary riser can be derived from this coordinate system: ρ r · · + ( Br ′ ′ ) ′ ′ - ( λr ) ′ - q = 0 - - - ( 1 )
[0080] Among them, ρ is the mass per unit length of the steel catenary riser, including the mass of fluid in the...
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