A DISCUSSION OF ARROW SPINE
by Norb Mullaney
Back in the days when wood was the principle material for
making arrow shafts, there were a couple of technically
oriented archers who pondered over the process of selecting
just which wood was most ideally suited to this task. An
archer/engineer by the name of W. J. Rheingans of Milwaukee,
Wisconsin published an article in 1933 entitled “Debunking
Spine”. He described the arrow testing machines that
were just beginning to appear in private use to measure
those mechanical characteristics of various varieties of
wood that would make them desirable for use as arrow shafting.
In his calculations he introduced the weight or density
of the material as one of the factors affecting arrow flight
along with the spine or stiffness or the material. He devised
a spine rating number (N) which, when simplified by standardized
test methods, gave a true indication of the spine relative
to use for arrow shafting. All of this considered that,
in keeping with the technology of the time, it was necessary
to have an arrow that was stiff enough to keep from breaking
due to the applied force of the bow, and yet supple enough
to bend around the bow handle when it was shot. Remember
that cut-past-center was a technology that was still in
the future.
Rheingans concluded that measuring stiffness over a fixed
distance (26-inches) with a 2 pound weight suspended in
the center of the span using a 28-inch billet with a predetermined
square cross-section, gave adequate correlation with the
dynamic spine so that it alone could be used to determine
appropriate spine for matching arrows to a bow.
Four years later, in 1937, Rheingans and Forrest Nagler
combined their studies in an article entitled “Spine
and Arrow Design” in which they discussed many of
the spine measuring machines in use as well as comparative
results. They recommended that the deflection of the billet
(arrow shaft) in inches as measured on the 26-inch span
with a 28-inch billet length under a center load of 2-pounds
be adopted as a universal method of providing arrow interchangeability.
Thus a standard of measuring spine for arrows came into
being. However, this method was only used for wooden arrows.
After World War II with the release of aluminum alloys
back to the civilian market, Doug Easton’s aluminum
alloy arrows slowly took over the market. For some reason,
probably having to do with the length of arrow shafting,
the standard span used became 28-inches with a shaft length
of plus 1-inch to allow for axial traveling during deflection.
Shorter arrows were accommodated by a span length of 23-inches.
The deflecting weight was set at 1.94-pounds (880 g) at
the center of the span. This method was the most commonly
used technique in the late 1990’s when work began
on a new ASTM standard to measure arrow shaft static spine.
The work of the AMO Standards committee was completed in
the year 2000, and a new ASTM standard was issued. This
standard, identified as ASTM F 2031-00, has recently been
revised to correct a minor error and is now approved and
will be reissued as ASTM F 2031-05. It does not effect a
change to the method of measuring wooden arrows because
of long history of usage and data in that area.
It is important to note that the spine measurement determined
by Standard F 2031-05 is identified as static spine. This
is to distinguish it from dynamic spine which is decidedly
different. Static spine is a measurement of the stiffness
of the arrow shaft taken statically. Other elements of the
arrow assembly are not considered in this measurement –
just the shaft alone.
However the individual weight and placement of the point,
the fletching, the nock, the cap dip, the
cresting and any other elements of the arrow affect the
way it functions dynamically. They affect its natural frequency
of vibration and hence its recovery rate, the placement
of its nodes of vibration, the balance point, and also its
stability. Adding weight to the point reduces the stiffness
while adding weight to the rear of the arrow increases its
stiffness. Adding point weight will move the center of gravity
forward usually increasing stability, while adding weight
to the rear of the arrow will move the center of gravity
to the rear and reduce stability. These are all the effects
of dynamic spine which can override a carefully chosen shaft
selected by static spine alone.
Granted, an arrow shaft chosen on the basis of static spine
will have some tolerance based on normal choices of point
weight and fletching material and therefore launch and fly
quite well.
Today’s compounds are cut well past center and quite
often are shot with release aids that drastically reduce
lateral bias from finger release. They offer considerably
more tolerance for spine than do recurves and long bows
that require the arrow to bend around a projecting pressure
pad. Added tolerance for spine variation is a decided plus
in a bow. However, it is good to know that dynamic spine
is the final contributing factor and that static spine is
primarily a place to start tuning the arrows to the bow.
One interesting phenomenon that Rheingans and Nagler observed
in their work was also corroborated by the work of Hickman,
Klopsteg and English. Values of static spine suitable for
shafting for a given bow are normally constant but actually
are affected by the weight of the bow.
Bows of heavier weight actually require decreased values
of deflection while bows of lighter weight require increased
deflection values. They attributed this to the fact that
as bows became heavier and used heavier arrows, the dynamic
efficiency of the bow and arrow combination was increased,
and a stiffer arrow was required. Lighter weight bows using
lighter weight arrows caused dynamic efficiency to be decreased,
thus allowing the use of arrows of reduced stiffness.
When we read values of spine from manufacturer’s
arrow spine charts what we are seeing is the deflection
of the arrow shaft in thousandths of an inch, from a load
of 1.94-pounds suspended in the center of a span of 28-inches
in length. This is true for all except wooden shafts. Here
it is the deflection of a 26-inch span in thousandths of
an inch, from a load of 2-pounds suspended from the center
of the span. The smaller is the deflection the stiffer is
the shaft.
Today there are computer programs available that simplify
shaft selection at least as far as static spine is concerned.
I am not aware of any that will accurately predict the variations
possible with the options that dynamic spine can offer.
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