Abstract3D dynamic analysis models of 1000 m deep-ocean mining pipeline, including steel lift pipe, pump, buffer and flexible hose, were established by finite element method (FEM). The coupling effect of steel lift pipe and flexible hose, and main external loads of pipeline were considered in the models, such as gravity, buoyancy, hydrodynamic forces, internal and external fluid pressures, concentrated suspension buoyancy on the flexible hose, torsional moment and axial force induced by pump working. Some relevant FEM models and solution techniques were developed, according to various 3D transient behaviors of integrated deep-ocean mining pipeline, including towing motions of track-keeping operation and launch process of pipeline. Meanwhile, an experimental verification system in towing water tank that had similar characteristics of designed mining pipeline was developed to verify the accuracy of the FEM models and dynamic simulation. The experiment results show that the experimental records and simulation results of stress of pipe are coincided. Based on the further simulations of 1 000 m deep-ocean mining pipeline, the simulation results show that, to form configuration of a saddle shape, the total concentrated suspension buoyancy of flexible hose should be 95%–105% of the gravity of flexible hose in water, the first suspension point occupies 1/3 of the total buoyancy, and the second suspension point occupies 2/3 of the total buoyancy. When towing velocity of mining system is less than 0.5 m/s, the towing track of buffer is coincided with the setting route of ship on the whole and the configuration of flexible hose is also kept well.
[1]
A. R. Bath.
Deep Sea Mining Technology: Recent Developments and Future Projects
,
1989
.
[2]
Jin S. Chung,et al.
Automatic Position Control Of A30,000 Tons Ship During Ocean Mining Operations
,
1981
.
[3]
Carlos A. Felippa,et al.
Nonlinear Static Analysis of Deep Ocean Mining Pipe—Part I: Modeling and Formulation
,
1981
.
[4]
Jin S. Chung,et al.
Three-Dimensional Coupled Responses of a Vertical Deep-Ocean Pipe:Part I. Excitation At Pipe Ends And External Torsion
,
1994
.
[5]
C. Rankin,et al.
An element independent corotational procedure for the treatment of large rotations
,
1986
.
[6]
Guo Xiao-gan.
NONLINEAR DYNAMIC MODELING OF THE FLUID-SOLID-COUPLED FLEXIBLE PIPE SYSTEMS FOR DEEP SEA MINING
,
2000
.
[7]
Jin S. Chung.
Deep-ocean Mining Technology: Learning Curve I
,
2003
.
[8]
Li Li,et al.
Virtual Reality Research of Ocean Poly-metallic Nodule Mining Based On COMRA¿s Mining System
,
2003
.
[9]
A. K. Whitney,et al.
Nonlinear Transient Motion of Deep Ocean Mining Pipe
,
1981
.
[10]
Jin S. Chung.
Track-Keeping Control of Seafloor Miner By Successive Learning of Unknown Velocity And Soil Properties
,
1999
.
[11]
G. Mustoe,et al.
Dynamic Coupled Bending-Axial Analysis Of Two-Dimensional Deep-Ocean Pipes By The Discrete Element Method
,
1992
.
[12]
Carlos A. Felippa,et al.
Nonlinear Static Analysis of Deep Ocean Mining Pipe—Part II: Numerical Studies
,
1981
.