On 02/02/2012 13:39, Stelph wrote:
> On Feb 2, 12:40 pm, Carl<s...@sss.jjj> wrote:
>> On 01/02/2012 10:35, Stelph wrote:
>>
>>> Saw this today and I thought the comments made deserved dissection by
>>> the rec.sport.rowing heavies.
>>
>>> The whole video is quite interesting, but it was the boatmans
>>> description and discussion on wing riggers that stood out:
>>
>>>
http://youtu.be/tgsjpyrkRWk?t=1m25s
>>
>> Thank you :)
>>
>> The opening wrench-handle-&-Tupperware demo unaccountably forgot that
>> conventionally rigged shells have rigger shoulders. Why?
>>
>> Rigger shoulders easily resist the (small) vertical loads applied at the
>> end of the rigger (we don't row vertically!)& they distribute them
>> down, through& across the whole cross-section of the hull, not just
>> onto local points at the top of the saxboards. Thereby they also brace
>> & stiffen the hull. There's quite a difference in torsional& bending
>> stiffness between a trough braced by stays spanning its outer edges at
>> intervals& one with full structural bulkheads at the same intervals (if
>> in doubt, take an open shoe-box& see what happens as you cut out
>> material from one end or both).
>>
>> Simplistic demos are not as smart as they seem.
>>
>> Not only are the vertical loads on riggers quite small, but they are
>> trivial when compared with the pulling loads. It is plain daft to claim
>> that energy is being lost through elastic vertical movement when no
>> friction is involved. Furthermore, there is no more vertical movement
>> in a conventional rigger mounted on a well-built shell than in a wing,
>> while the poor torsional& flexural coupling between boat& wing on most
>> shells allows significantly greater vertical movement of the ends of
>> many wing riggers.
>>
>> But suppose that rigger flexing really did cause energy loss? Why then
>> would anyone in their right mind use a long single stay, acting as a
>> cantilever, to resist the main pulling loads? Inevitably it must flex
>> towards the bow at each stroke. Surely they should demand a properly
>> triangulated 2-stay rigger?
>>
>> Not only is the scientific content of their argument defective, but they
>> have to bend around every obstacle of solid logic. Ho hum.
>>
>> But suppose they were right? Don't oars flex a vastly more than any
>> rigger? So why would these "experts" let anyone to race with oars which
>> bend - not slightly but by really large amounts. Surely that must thus
>> be throwing away huge amounts of their rowers' output?
>>
>> Pure tosh, I'm afraid.
>>
>> BTW, the "F1" word was casually dropped into the video by the former
>> composites buyer of the transient Super Aguri F1 Team. Of itself that
>> word makes no more difference, in this context, than an anti-wrinkle
>> cream with a faux-scientific title makes to a woman's age.
>>
>> It will serve the sport best if those involved its technicalities hold
>> to scientific integrity& eschew bullshine. Sadly, the wider public
It's always good to ask questions - & daft to swallow what we don't
understand. We're born to question: as soon as they learn to talk
bright kids start asking "Why?" about all they see & hear. Only by
questioning do we truly learn. After far too many years, I'm still
questioning, all the time. Finding better (= more rational) answers to
questions still causes me to revise some of my views. When we can learn
no more, it's time to die.
Blinkers are for cart-horses, to stop them seeing the truth, & are
inappropriate accessories for intelligent folk. Those who spout
unquestioningly the comforting garbage heard in that video deliberately
mislead most of their audience & expose their own blinkered ignorance.
I trust that for RSR we have buried the notion that small amounts of
vertical flexure waste energy & make boats slower? But that video will
remain out there & still be swallowed as gospel by many rowers.
All structures, even mountains, flex under applied load & slight flexing
is often irrelevant, but in some cases rigidity _is_ critical. If a
rigger moves very slightly in the vertical plane that's probably
unimportant, but if a boat either twists a bit more, or takes on more
water in use, that matters a lot.
Not to your questions:
A strut across the top of a boat will enhance its stiffness, but didn't
I give you that shoebox example?
In an eight - essentially a long, open U-section channel with somewhat
flexible edges - you can add some stiffness by putting struts across it
but it is more effective to fit vertical bulkheads which continue up to
the tops of the saxboards & provide proper shear connection right around
the hull at that point - as the shoe-box example tells you.
On rigger stiffness, the point where flexure matters most is inside the
boat. Taking a sculling boat: local flexing near the end of the rigger
matters rather little, but deflection within the structure in the middle
of the boat (whether the centre of a wing or in the middle of the main
shoulder of a conventionally rigged boat) greatly affects the amount the
rigger end moves.
In your picture link the weakest, most flexible part of that venerable
1x is not the riggers but the main shoulder. It was popularly but
wrongly believed that the main shoulder was already adequate, or
couldn't be made stiffer. But the vertical bending moment within the
entire rigger structure is greatest at the boat's centreline, where a
mere 1 degree of flex on either side at that line will cause nearly 15mm
(5/8") of vertical movement at the end of each rigger!
In contrast, at 1/2 way between the centre of the boat & the pin the
bending moment is only 1/2 of that at the boat's centreline _&_ a local
flexure of 1/2 degree there will only move the rigger end by less than
4mm (say 1/8"). This inverse relationship between distance from the
centre & local degree of flexure applies to any cantilever with a
bending load applied only at its end. In simple cantilevers it
encourage an exponentially tapering shape with the beef concentrated
where you have the highest bending moment. With relevant adjustments
for variable wind force it explains the form of such structures as the
Eiffel Tower. (Torsional & cost considerations in riggers will change
that somewhat.)
So, if you want the least vertical movement, stiffening the point(s) of
attachment of the rigger structure & where the bending moment will be
greatest. With conventional riggers make the main shoulder
appropriately stiff (so easily done!); for wing riggers pay particular
attention to the stiffness (& strength) of the often poorly reinforced
saxboards. When wing riggers first appeared there was a lot of silly
talk about being able to dispense with rigger shoulders, followed by a
lot of premature failures of rigger mountings & saxboards & a great deal
of vertical movement of rigger ends (due to the conversion of vertical
loads at the pins into torsional stresses over the rather short
footprint where the rigger attaches to the saxboards).
Wing riggers are often not good at handling the torsional loadings of
rowing, or you would not see topstays/backstays on all sweep riggers.
As indicated above, part of this problem is not with the rigger, per se,
but with is attachment to the boat.
So, by good engineering which properly understands the stresses within
the rigger/boat system a number of workable solutions are available.
The triangulation of a 2-stay, side-mounted rigger gives you a rigger
structure which is extremely stiff in the pulling direction & very stiff
in torsion & vertical flexure. With the long-term stiffening &
reinforcing of the hull from the presence of regular &
properly-connected internal shoulder/bulkhead structures this option
gives you a win-win situation.
But I would encourage doubt & accordingly, unlike shallower pundits, I'm
very happy to answer further questions on this.
Cheers -
Carl
--
Carl Douglas Racing Shells -
Fine Small-Boats/AeRoWing Low-drag Riggers/Advanced Accessories
Write: Harris Boatyard, Laleham Reach, Chertsey KT16 8RP, UK
Find:
http://tinyurl.com/2tqujf