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Introduction
One way of studying ancient bows is to make replicas and use them for
experiments. In the present paper the emphasis is on a different
approach, the use of mathematical models. Such models permit theoretical
experiments on computers to gain insight into the performance of
different types of bow. The use of physical laws and measured
quantities, such as the specific mass of materials, in constitutive
relations yields mathematical equations. In many cases the complexity of
the models obtained will not permit the derivation of the solutions by
paper and pencil operations. Computers can then be used to approximate
the solution. However, even this procedure will mostly necessitate
simplifications. Sometimes essential detailed information is missing. In
other situations assumptions need to be made to keep the model
manageable. In that case the model has to be validated by the comparison
of predicted results with actually measured quantities to justify the
assumptions. For that purpose, fortunately, replicas can be employed.
Mathematical models must accommodate all quantities which determine
the action of the bow. Such quantities are often called design
parameters. Calculations are possible only if all the parameters are
known. Descriptions of bows in the literature are often incomplete, so
that comprehensive evaluation becomes impossible.
Theoretical experiments with models consists to a large extent of the
research on the influence of the design parameters on the performance of
the bow. This presupposes definition of good performance which fits the
context of interest. Flight shooters are only interested in a large
initial velocity. For target archery, on the other hand, the bows have
to shoot smoothly and steadily .
In the 1930s bows and arrows became the object of study by scientists
and engineers; see Hickman, Klopsteg and Nagler Their work
influenced strongly the design and construction of the bow and arrow.
Experiments were performed to determine the influence of different
parameters. Hickman made a very simple mathematical model for flat bows.
Later Schuster and Marlow also developed mathematical models to describe
the mechanical action of a bow. Schuster dealt with the ballistic of the
modern, so called working-recurve, bow. Schuster's model has the strange
feature that bows appear to have 100% efficiency. Marlow introduced an
elastic string on the model in order to explain this discrepancy with
reality.
The description of our mathematical model is beyond the scope of this
paper. The reader is referred to papers . The developed mode is much
more advanced, so that more detailed information is obtained. This gives
a better understanding of the action of rather general types of bow.
Elsewhere we have show how this model can be adapted for the
description of the ballistics of a modern bow. The predicted efficiency
is smaller than 100% because in this model part of the available energy
remains in the limbs and string and is not transferred to the arrow.
This model is validated by a comparison of the measured initial
velocity of an arrow shot with a modern bow with a predicted value.
As part of the Mary Rose project the measured weight of a replica was
correlated with the predicted value. In both cases the predictions were
sufficiently good.
The aim of the present paper is to use the model for an evaluation of
the performance of bows used in the past and in our time. We try to
uncover the function of the siyahs or ears of the Asiatic composite bow
and to find the reason for the differences in the performance of the
longbow and the Turkish bow in flight shooting
Mathematical modeling
In essence the bow proper consists of two elastic limbs, often
separated by a rigid middle part, the grip. The bow is braced by
fastening string between both ends of the limbs. After a arrow is set on
the string the archer pulls the bow from braced situation into full
draw. This completes the static action in which potential energy is
stored in the elastic parts of the bow After aiming, the arrow is loosed
or released. The force in the string accelerates the arrow and transfers
part of the available energy as kinetic energy to the arrow. Meanwhile
the bow is held in its place and the archer feels a recoil force in the bow hand. After the arrow has left the string the bow returns to the
braced position because of damping.
As stated before, a complete description of the mathematical model is
beyond the scope a this paper. An extensive discussion is presented
elsewhere. A summary of all important quantities in the model which
determine the mechanical action of the bow is listed below.
- Bow
- length of the limbs
length of the grip
shape of the unstrung limbs
shape of cross-section of the Limbs at all positions along the limbs
elastic properties of the materials of the limbs
specific mass of the materials of the limbs
shape and mass of the ears, if these are present
mass of the horns
fistmele
draw length -
- String
- mass of the string
elastic properties the string -
- Arrow
- mass of the arrow.
These quantities, the design parameters, determine the weight of the
bow. In practice the bowyer tillers the bow such that it has finally the
desired weight for a particular draw length. The archer on the other
hand sets the fistmele by the adjustment of the length of the string.
For flight shooting the initial velocity of the arrow leaving the
string is very important. The higher this velocity the greater the
maximum attainable distance. The actual distance depend also on the
elevation angle (nearly 45° ) and the drag of the arrow in the air. A
requirement for target shooting and hunting is that the bow shoots
smoothly. It is difficult to translate this feature into mathematics.
High efficiency is a good criterion. However, a heavy arrow always
yields a high efficiency and, unfortunately so, a small initial velocity
and therefore a short distance. Hence, we have a combination of factors.
The recoil-force, i.e. the force the archer feels in the bow hand after
release, also seems to be important. The way this force changes in time
can be calculated with the model, but it cannot be summarized by a
single number.
The bow should not exaggerate human error. To assess the sensitivity
of the bow, its performance is calculated repeatedly with slightly
different values for the design parameters. If the performance depends
strongly on a design parameter, the archer has to take care that the
value of this parameter is as constant as possible. To achieve this
archers need skill besides technique.
Validation of the mathematical model
Mathematical models may be beautiful by themselves and the way to
solve them interesting, but they should mimic the mechanical action of
the bow and arrow closely if they are used in the design of a bow or a
sensitivity study .
We checked static action by comparing the measured weight of a
replica of one of the longbows found on the recovered Mary Rose with
calculated values. The Mary Rose was Henry Vlll's warship which sank in
1545 in The Solent, a mile outside Portsmouth. She was recovered in 1982
with 139 yew longbows. Tests with these bows have demonstrated that
while it is possible to string and draw the bows to 30 inch,
considerable degradation within the cell structure of the wood has
prevented a realistic assessment of the original weight. A replica was
made by Roy King, bowyer to the Mary Rose Trust. Prof. P. Pratt,
Imperial College of Science & Technology London, measured all
parameters which are required to calculate the mechanical performance of
a bow. The weight of this replica was also measured. It compared very
well with the predicted value calculated with the mathematical model
(differences within 1%). These results imply that if a good estimate of
the original modulus and density can be obtained, the original
mechanical performance of the longbows can be calculated from the
dimensions of these recovered bows.
Data obtained with the test set-up described extensively elsewhere,
permitted a comparison of predicted and measured arrow velocities. The
dynamic action of bows could be checked in this way. We used a modern
bow made of maple in the core and glass fibers embedded in strong
synthetic resin at both sides of the core. All the essential parameters
listed above were measured. We measured the density and elastic modulus
of both the wood and the fiberglass and at a number of stations along
the limbs the shape of the cross-sections. The results were used to
determine the bending properties of the limbs. Finally the elastic
modulus and the mass of the string were measured.
The predicted weight was too high and therefore a knockdown factor
was used for the bending stiffness of the limbs, so that the calculated
weight became equal to the measured value. The predicted amount of
energy stored in the bow by drawing it from the braced situation to full
draw, differed only slightly from the measured value. The measured
efficiency was a few percent below the calculated value. In the model
internal and external damping are neglected. This explains part of the
discrepancy .
Classification of the bow
The classification of the bows we use is based on the geometrical
shape and the elastic properties of the limbs. The bows of which the
upper half is depicted in Figure 1 are called non-recurve bows. In the
model the bow is assumed to be symmetric with respect to
the line of aim.

So we need to deal with only one half of the bow. These bows have
contact with the string only at their tips. In the case of the
static-recurve bow, see Figure 2, the outermost
parts of the recurved limbs (the ears) are stiff. In the braced
situation the string rests on string bridges. These string-bridges are
fitted to prevent the string from slipping past the limbs. When such a
bow is drawn, at some moment the string leaves the bridges and has
contact with the limbs only at the tips. In a working-recurve bow the
limbs are also curved in the 'opposite' direction in the unstrung situation,
see Figure 3.

The parts of a working-recurve bow near the tips, however, are
elastic and bend during the final part of the draw. When one draws such
a bow, the length of contact between the string and limb decreases
gradually until the point where the string leaves the limb coincides
with the tip. The string remains in that position during the final part
of the draw. Elsewhere we dealt with the static's (before arrow
release) of these three types of bow. We studied the dynamics (after
arrow release) of the non recurve bow the dynamics of the static
recurve bow and finally that of the working recurve bow.
In the model the action of a bow and arrow combination is fixed by one
point in a high dimensional parameter space. Representations of
different types of bow used in the past and in our time form clusters in
this parameter space. We study the performance of different types of bow
and start with a straight-end bow described by Klopsteg. This bow is
referred to as the KL-bow. The shape of the KL-bow for various draw
lengths is shown in Figure 1a. The AN-bow
represents another non-recurve bow, the Angular bow found in Egypt and
Assyria. The shape of the unstrung bow, shown in Figure 1b, implies that
in the braced situation the limbs and the string form the characteristic
triangular shape. We consider two static-recurve bows, one from China,
India and Persia, to be called the PE-bow, and one which resembles a
Turkish flight bow, to be called the TU-bow. The shapes of these bows
for various draw lengths are shown in Figure 2. One
of the working-recurve bows, to be called the ER-bow, possesses
an excessive recurve. It resembles a bow described and shot by
Hickman.

The other working-recurve bow is the modern one which was used for
the validation of the model . This bow shown in Figure
3b, is referred to as the WR-bow.
Three quality coefficients for these types of bow are shown in
Table
1. These coefficients are defined for equal weight, draw length and
mass of the limbs. Moreover the mass of the arrows and strings were the
same for al I reported bows. This makes an honest comparison possible.
Unfortunately the stiffness of the string of the WR-bow is about twice
that of the other bows. The static quality coefficient q measures how
much recoverable energy is stored in the fully drawn bow. It is defined
as the additional deformation energy stored in the elastic limbs and
string by drawing the bow from the braced into the fully drawn position
divided by the weight times the drawn length. The efficiency is the
kinetic energy transferred to the arrow divided by the just mentioned
additional deformation energy. So, it is the part of the available
amount of energy which is transferred to the arrow as useful energy. The
third quality coefficient v is proportional to the initial velocity. The
constant depends only on the weight, draw length and
mass of the limbs.

The static quality coefficient is 1 when the draw-force is uniformly
equal to the weight for all draw lengths for a fictitious bow with no
fistmele. Just as the efficiency, this coefficient gives the actual
value relative to a basic, characteristic value. The results show that
in practice q is slightly smaller than 0.5 except for the ER-bow with
the extreme recurve.
In what follows we will comment on a statement made by
Hamilton:
"The function of the "ears", or siyahs, is well
known today and no one can question the superiority of the type of bow
which still holds the world record of shooting an arrow 972 yards
."
Hamilton continues:
"The siyahs contributes in three ways to improve cast in the
arrow.
( 1 ) It provides leverage for the bowstring so the bow can be designed
to approach maximum weight earlier in the draw allowing more energy to
be stored for the cast. "
This statement is in agreement with our results. The static quality
coefficient of the PE-bow is larger than that of the straight-end
KL-bow. In Figure 4 the static and dynamic force
draw curve are shown for the PE-bow. The line indicated with F shows a
bend at the place where the string leaves the bridges. The TU-bow stores
even more energy in the fully drawn position, obviously because of the
recurve of the working part of the limbs. So the good static performance
of flight bows may result only partly from the use of the stiff ears.
"(2) Upon release, the bowstring imparts its energy to the
arrow more uniformly and at a higher and more sustained rate of thrust
than in an ordinary bow without siyahs."
This statement is not supported by the results obtained with the model.
Because of the relatively heavy ears, there is a sudden decrease in the
force in the string and, by implication, in the acceleration force upon
the arrow. The result of this is oscillatory behavior as
shown in Figure 4.

Consequentially the efficiency of static-recurve bows is rather low.
The amplitude of the oscillations depends largely on the modulus of
elasticity of the string and the mass of the arrow relative to the mass
of the ears.
"(3) When the bow string reaches the bridges it is in
effect shortened, increasing the tension again on the bowstring and
giving the arrow a final snap as it leaves the bow."
The dynamic force draw curve (E in Figure 4 )
shows that the acceleration of the arrow is rather large when the string
has contact with the bridges.
Notwithstanding this, the efficiency n of the PE-bow and certainly
that of the TU-bow, is rather low. This implies that the initial
velocity v is not as large as one would expect on the basis of the
static performance. This is caused by the relative heavy ears. These
considerations demonstrate why these bows can, inherently, not be better
than long straight-end bows. A large part of the available energy
remains in the vibrating limbs and string after arrow exit.
This holds even to a larger extent for the ER-bow. The string cannot
slow down the now light ends of the limbs during the final part of the
acceleration of the arrow when the bow is close to its braced situation
again.
The modern WR-bow seems to be a good compromise between the
non-recurve bow and the static-recurve bow. The recurve yields a good
static quality coefficient and the light tips of the limbs give a
reasonable efficiency.
Construction of the bow
But what made the Turkish flight bow a superb type of bow for flight
shooting? Until now we dealt with the mechanics of the bow but not with
its construction. The efficiency is greatly affected by the relative
mass of the arrow relative to that of the limbs. For a fixed mass of the
arrow, the lighter the limbs the better the efficiency. This is the item
where technology becomes important. The minimum mass of the limbs for a
fixed weight and draw i determined largely by the appropriateness of the
material to store energy.
In the past man used bows which differ not only in shape but also in
the materials applied. Simple bows made out of one piece of wood,
straight and tapering towards the ends have been used by primitives in
Africa, South America and Melanesia. In the famous English longbow the
different properties of sapwood and heartwood were deliberately put to
use. Eskimos used wood together with cords plaited of animal sinews and
lashed to the wooden core at various points. The Angular bow found in
Egypt and Assyria are examples of composite bows. In these bows more
than one material was used. In Asia the bow consisted of wood, sinew and
horn; "Just as man is made of four component parts (bone, flesh,
arteries and blood) so is the bow made of four component parts. The wood
in the bow corresponds to the skeleton in man, the horn to the flesh,
the sinew to the arteries, and the glue to the blood ." These bows
were used by the Mongolian races of Eastern Asia. They reached their
highest development in India, in Persia and in Turkey. In modern bows
maple and glass or carbon fibers, embedded in strong synthetic resin are
used .
In Table
2 indications of the mechanical properties are given for some
materials used in making bows. From this table we conclude that it is
possible to store much more energy per unit of mass in the materials of
the composite bow, sinew and horn, than in wood, the material of the old
simple bow. Moreover, in the composite bows not only better materials
were used, but they were also used in a more profitable manner. Sinew is
very strong in tension. It is therefore used on the back side. Horn
withstands compression very well; it is applied to the belly side of the
limbs. Hence, a composite bow with the same mass as a simple wooden bow
can have a much larger weight. This explains the good performance of the
composite flight bow in flight shooting.
In Table
3 we give values for the weight, draw, mass and length, for a number
of bows described in the literature. The longbow is the replica of the
Mary Rose bow. The calculated weight of this bow called MRA1 was 102.4 Lbs.
If the same values are used for the material properties of the Mary Rose
bow called A812 the estimated weight becomes 108 Lbs. W.F. Paterson13 14
also investigated this bow. Dr. Clark calculated that the draw weight
would be about 76 ½ lb, depending on the modulus of elasticity of the
yew 14 The late Paterson in a letter to the author informs that Dr.
Clarke: "admits an error by the factor of two in his calculations.
His estimate should now read 153 lb." Unfortunately no value for
the elastic modulus is mentioned, 1314 but the final discrepancy is
probably caused by a difference in this mechanical property. We decided
to use a value of .75 105 kgf/cm2. Parenthetically, the spread in the
modulus of elasticity of yew yields makes the predictions of the weight
(almost proportional to the modulus of elasticity of yew) of the Mary
Rose bows uncertain.
The quantity denoted by µbv is proportional to the
amount of energy stored in the bow per unit of mass. It equals the
weight times draw length divided by the mass of one limb. When materials
are used to their full extend µbv divided by about 4
should equal Dbv.
We saw that because of the stiff ears or a recurve of the working
parts of the limbs, much energy is stored in the static-recurve bow. In
a recurved bow the amount of energy in the braced position is already
large. This implies that the limbs must be relative heavy in order to
store this extra and not usable energy, in addition to the recoverable
energy. This is the price paid for a larger static quality coefficient.
On the other hand, sinew and horn are relatively tough and flexible
materials, see Table
2. This explains why the use of these materials fits well with the
recurved shape of the unstrung bow. The values in Table
3 show that the Turkish bow is very strong but also light. This
indicates why it permits one to shoot a light arrow a long distance. A
short bow is moreover easier in operation and is suited for the use on
horse back. In a letter to the author E. McEwen informs that:
"Pope did not properly test his larger 'Tartar' (actually
Manchu-Chinese) bow. He only drew it 36 inches and bows of this type and
size are made to draw as much as 40 inches." Pope only mentions the
weight for a draw length of 29 inches. If the weight of this bow with a
draw length of 101.6 cm is 70 kgf, we have µbv = 9700 kgf
cm/kg. This value is still rather low and this means that the materials
of this bow are used only partly. This supports McEwen's view that:
"this bow was probably a 'test' bow used for exercise and for
military examinations and not meant for actual shooting." The
values obtained for the straight-end bows look very realistic. In the
modern bow there is a surplus of material near the riser section. This
affects the efficiency only slightly For this part of the limb hardly
moves and therefore the involved kinetic energy is small In this bow
there is also a rather large amount of unrecoverable energy in the
braced position. This puts a constraint on the amount of recurve With
respect to this, it is perhaps more important that the efficiency of
working-recurve bows decreases with increasing recurve. The mechanical
properties of the materials of these bows however, are much better than
those of the ancient composite bows. Indeed, the modern bow now holds
the longest flight shooting record .
Additional features were added to improve the performance especially
for target shooting; relative immunity of the mechanical properties to
temperature and humidity variations, no tendency to follow the string,
use of stabilisers, sculptured long center-shot riser section, bow
sights and last but not least stronger materials for bowstrings. Finally
an improved arrow design adds to the steadiness of the equipment.
Conclusions
We conclude that these results indicate that the initial velocity is
about the same for all types of bow under similar conditions. So, within
certain limits, the design parameters which determine the mechanical
action of a bow arrow combination appear to be less important than is
often claimed. We would endorse a view one could call holistic. It is
not always possible to isolate a single feature and state that it solely
accounts for a good or bad performance of the whole bow, as Hamilton did
. Rausing studies the development of the composite bow. According to
him, the fact the static quality coefficient of the short static recurve
bow to be larger than that of the short straight bow, disposes of the
statement of Pitt Rivers, Balfour and Clark: "the composite bow has
no inherent superiority over the wooden self-bow, so long as the latter
was made from the most favorable kinds of timber and expertly
used". The results obtained with the mathematical model suggest
that, if the word inherent has the meaning within the context we used it
in Section 4, their statement is true. A combination of many technical
factors made the composite flight bow better for flight shooting .
The quality coefficients of the modern bow are only slightly better
than those of the other types of bow. Materials used in modern
working-recurve bows can store more deformation energy per unit of mass
than the materials used in the past. Moreover the mechanical properties
of these materials are more durable and much less sensitive to changing
weather conditions. This contributes most to the improvement of the
modern bow.
We hope that we have shown that mathematical modeling can be a
helpful tool in the research on archery, not only for the design of new
bow equipment but also for understanding the development of the bow in
the past.
Quality coefficients for various bows. Note that the values for the
working recurve WR-bow are adapted for the masses of the arrow and
string but the stiffness of its string is about twice those of the other
bows.
| BOW |
q |
n |
v |
| KL-bow
| 0.407
| 0.765
| 2.01 |
| AN-bow
| 0.395
| 0.716
| 1.92 |
| PE-bow
| 0.432
| 0.668
| 1.94 |
| TU-bow
| 0.491
| 0.619
| 1.99 |
| ER-bow
| 0.810
| 0.417
| 2.08 |
| WR-bow
| 0.434
| 0.770
| 2.09 |
Mechanical properties and the energy per unit of mass referred to as
Dbv for some materials used in making bows.
| Material |
Working stress kgf/cmE2 x 10E2 |
Elastic modulus kgf/cmE2 x 10E5 |
Specific mass kg/cmE3 x 10E-6 |
Dbv kgf cm/kg |
| steel
| 70.0
| 21.0
| 7800
| 1300
|
| sinew
| 7.0
| 0.09
| 1100
| 25000
|
| horn
| 9.0
| 0.22
| 1200
| 15000
|
| yew
| 12.0
| 1.0
| 600
| 11000
|
| maple
| 10.8
| 1.2
| 700
| 7000
|
| glass fiber
| 78.5
| 3.9
| 1830
| 43000
|
Parameters for a number of bows and an estimation of µbv
the weight times draw length divided by the mass of one limb. For
comparison also the estimated values for Dbv are given.
When materials are used to their full extent, µbv divided
by about 4 equals Dbv.
|
Reference
|
Type
|
Weight
|
draw
|
mass
|
length
|
Dbv
|
µbv
|
|
|
|
kgf
|
cm
|
kg
|
cm
|
kgf cm/kg
|
kgf cm/kg
|
|
1
|
flat bow
|
15.5
|
71.12
|
0.325
|
182.9
|
9000
|
6800
|
|
11
|
longbow
|
46.5
|
74.6
|
0.794
|
187.4
|
9000
|
8700
|
|
16
|
steel bow
|
17.2
|
71.12
|
0.709
|
168.9
|
1300
|
3500
|
|
15
|
Tartar
|
46.0
|
73.66
|
1.47
|
188.0
|
20000
|
4600
|
|
17
|
Turkish
|
69.0
|
71.12
|
0.35
|
114.0
|
20000
|
28000
|
|
10
|
modern
|
12.6
|
71.12
|
0.29
|
170.3
|
30000
|
6200
|
|