Offshore Mooring
2004 © YPH, SUPFLEX® Germany, Patent No. 203.17.006.7 All Rights Reserved
2005 © YPH, SUPFLEX® U.S. Patent No. 6,899,050 B1.  All Rights Reserved
2006 © YPH, SUPFLEX® China Patent No. ZL 2003201005264 All Rights Reserved
2007 © YPH, SUPFLEX® China Patent No. ZL 200520047348.2 All Rights Reserved
2012 © YPH, SUPFLEX® U.S. Patent No. 7,651,299 B2.  All Rights Reserved
SB0330
SB03035
SB0442 Operation Mode tension strengthh
SB0620 Operation Mode tension strength
Supflex design mooring systems on floating devices, consider four-dimensional (include shock force
time factor), it is more than one vector force of the hurricane turbulence turbulent spiral force, it
accumulate different times of relative force is very complex as similar to cumulate four dimensional
energy (JOULES) force, need continue accumulate different time energy force by that period time
moment, become vary space turbulent mixed vector energy (Joules) instead of simple horizontal (X) or
vertical (Y) vector and (Z) direction force (Newton).

To make such kind turbulent force energy calculation solution, some of the offshore engineers they
choice Moses, Aqua, Hydrostar, Yoshimi Goda,.. to analysis the accumulate energy force(JOULES),
within each hurricane high wave 5 sec period (the most powerful wave energy force time period), the
dangerous interactive reaction energy force.

SUPFLEX connect his mooring systems for floating marina, breakwater pontoon, offshore barge,
or platform with energy force design, by Superflex precious 0.1 sec - 0.01 sec auto revival taut elastic
analysis laboratory test report, it will help the marine engineers more easy to analysis, the various
direction interactive time accumulate from vary vector energy force(Joules), according Superflex 0.01
sec tensile test result data, to analysis what is their float structure tension strength, and choice
mooring systems, they need consider for their float structure requirement necessary.

SUPFLEX here choice part of Superflex, under each 5 secs during its elongation to 11.69% &
34.56%, & 52.21% test result as following digital reports.
(More detail please ask SUPFLEX distributor for Superflex engineer calculation)
SUPERFLEX bar strands, length, & Pontoon structure strength design, need decide
by the pontoon size, water depth, tidal, and wind & wave  force calculation results.
sample as follow (by Goda formular):
Newton   mm(movement)     E.L. %          Time secs       Number
Newton  mm(movement)  E.L. %   Time secs   Number(during test)
Newton  mm(movement)  E.L. %   Time secs   Number(during test)