An articulated deep-ocean pipe system with its bottom end free is described
rite articulation reduces the stringent requirements on the buffer-miner s
lant range, providing more freedom to the miner maneuvering on the seafloor
. 2-D deflection and 3-D motions of a 5,486-m-long (18,000-ft) articulated
pipe system and buffer can be controlled with elastic joints, axial dampers
, and the buffer at the bottom end of the pipe, and with thrusters installe
d along the pipe, controlling the lateral deflection and reducing the axial
motion and stress of the pipe. Using the 3-D nonlinear pipe code, 3DNLPIPE
, previous analysis (Cheng & Chung, 1996, 1997) showed design and operation
principles as follows. Arrangements of the axial vibration dampers at prop
er positions along the pipe, even without the joints, can effectively reduc
e the axial stress. Joints with proper stiffness can be arranged along the
pipe to be effective in reducing the axial stress Its well as bending momen
ts. The best combination of the multiple elastic joints and the axial dampe
rs along the pipe can control static, as well as mean dynamic, deflections,
and reduce the axial stress, bending moments, and torsional deformation. F
urther, Chung et al. (1997) modeled the external thrust vectors along the p
ipe for additional control of the lateral pipe and buffer motion to keep th
em within the buffer-miner slant range. The 5-s axial resonance period of t
he present 18,000-ft pipe is a very commonly encountered wave period in the
ocean, and it can excite the axial pipe vibration.