Offshore Mooring
2004 © American Marine, SUPFLEX® Germany, Patent No. All Rights Reserved
2005 © American Marine, SUPFLEX® U.S. Patent No. 6,899,050 B1.  All Rights Reserved
2006 © American Marine, SUPFLEX® China Patent No. ZL 2003201005264 All Rights Reserved
2007 © American Marine, SUPFLEX® China Patent No. ZL 200520047348.2 All Rights Reserved
2012 © American Marine, SUPFLEX® U.S. Patent No. 7,651,299 B2.  All Rights Reserved
SUPERFLEX length & strands choice pontoon meet forced design calculation by tidal & current
, and hurricane wind & wave.., all force factors basic calculate digital figure as following:
SB0442 Operation Mode tension strengthh
SB0620 Operation Mode tension strength
Use Superflex 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 nuclear energy (JOULES),
need continue accumulate several time energy force by that period time moment, become vary space surge
mixed vector energy (Joules) instead of simple horizontal or vertical vector force (Newton).

To make such kind complex 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.

Since SUPERFLEX 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 anchoring systems
they need for their float structure requirement necessary. For understand energy force absorb by Superflex,
we choice part of Superflex, under each 5 secs during its elongation to 11.69% & 34.56%, & 52.21% test
result as following digital reports.
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)
Newton  mm(movement)  E.L. %   Time secs   Number(during test)