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A Computational Study of the Swing Phase of the Gait with Standard
and Spring-Loaded Crutches
Marko Ackermann and Bruno Augusto Taissun
Abstract— Crutches have suffered few functional modifica-tions over their long history, with improvements largely limitedto aesthetics and weight reduction aspects. The large energeticcost of the gait with crutches and problems associated to theirlong-term use impose a heavy burden to the users. In order tomitigate some of the mentioned problems, alternative designshave been proposed over the past few decades. Among them,the idea of incorporating an elastic element to the crutches toreduce impact forces transmitted to the upper extremities andto promote energy storage and release has been indicated inthe specialized literature as a potential solution, in particularfor the crutch gait styles more similar to the normative humangait such as the “two-point” and the “swing-through” . In fact,tendon elasticity has been shown to reduce energy consumptionduring animal and human locomotion by means of energystorage in the initial and mid stance-phase and release inthe push-off phase of the gait cycle. In spite of the greatpotential of this idea, appropriate stiffness curves for theelastic element are poorly studied in the literature. This studyaims at investigating appropriate stiffness values for the elasticelement of spring-loaded crutches by means of computationalsimulations using a model of the swing phase of the “swing-through” gait style. The findings show that the stiffness shouldbe tuned carefully to ensure improved gait quality. Spring-loaded crutches undoubtedly reduce impact forces transmittedto upper limbs and shoulder at touch down but they candeteriorate performance with respect to foot clearance andeffort at the shoulder when compared to stiff crutches if stiffnessis not carefully selected.
I. INTRODUCTION
Locomotion disorders affect a substantial percentage of the
world population. Among the various ambulatory assistive
devices such as wheelchairs, walkers, canes and lower limb
orthoses, crutches figure as the most frequently used. It
is, therefore, surprising that crutches have undergone few
functional modifications over their long history [1], with
the improvement effort focused on aesthetics and weight
reduction [2].
Crutches allow patients who would otherwise require
wheelchair to stand and walk. The benefits of walking and
standing rather than sitting include improved blood circula-
tion, reduced bladder infections, prevention of contractures
and social inclusion [3]. Nonetheless, walking with crutches
is costly with some gait styles requiring as much as 80%
more energy expenditure per unit of distance traveled than
This work was not supported by any organizationM. Ackermann is with the Department of Mechanical Engineering, Centro
Universitario da FEI, Av. Humberto de A. C. Branco, 3972, Sao Bernardodo Campo, Brazil [email protected]
B. A. Taissun is with the Department of Mechanical Engineering, CentroUniversitario da FEI, Av. Humberto de A. C. Branco, 3972, Sao Bernardodo Campo, Brazil bruno [email protected]
normal gait [4]. Furthermore, the large forces transmitted to
the upper limbs during crutch ambulation can cause pain and
discomfort, and on the long-run conditions such as crutch
palsy, aneurysms, and thromboses [5], [6].
Alternative crutch designs have been proposed in the
literature to reduce the magnitude of the forces transmitted
to the upper limbs and the energy requirements during
locomotion [3], including the suspension crutch, the rocker
crutch, the prosthetic foot crutch and the spring-loaded
crutch. Among these options, the latter, which features an
added spring element, appears to be the most promising. In
fact, Segura and Piazza [5] and LeBlanc and colleagues [3]
stress the potential of spring-loaded crutches and Shoup [7]
estimates the reduction in metabolic energy requirements in
about 25%, in particular for crutch gait styles more similar to
normal walking such as the “swing-through” and the “two-
point”. The present study will focus on the “swing-through”
gait, a relatively fast gait style characterized by advancing
both crutches together and then swinging both feet together
to beyond the line of the crutches [6], refer to Fig. 1. This
style is indicated to patients with inability to fully bear
weight on both legs and is frequently adopted by paraplegic
patients using bilateral lower limb orthoses.
Fig. 1. Phases of the “swing-through” gait style. Temporal informationextracted from [8].
The energy storage capability of spring-loaded crutches is
expected to reduce energy requirements during locomotion
with crutches. In fact, energy storage in elastic elements
is extensively exploited in human and animal locomotion
to reduce energy consumption [9]. For instance, it is well-
documented that the energy storage in the Achilles tendon
at the beginning of the stance phase and its release for
propulsion at push off is a valuable mechanism to reduce
energy consumption in running [9], [10]. This observation
have inspired the desing of energy-saving lower limb pros-
theses and robots, e.g. [11], [9].
The Fourth IEEE RAS/EMBS International Conferenceon Biomedical Robotics and BiomechatronicsRoma, Italy. June 24-27, 2012
978-1-4577-1200-5/12/$26.00 ©2012 IEEE 1476
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In spite of the promising benefits of spring-loaded
crutches, there is scarce literature on its appropriate design.
For instance, the effects of different stiffness ranges and
profiles on gait quality is poorly understood. Perhaps the
best attempt was done by Shortell et al. [2]. The manuscript
describes experiments with subjects (the number is not spec-
ified) with spring-loaded crutches of adjustable stiffness. Af-
ter subjective evaluation by subjects, Shortell and colleagues
recommend an average stiffness of approximately 22 kN/m
for each crutch and set a lower bound of 16 kN/m for which
crutches are considered to be “too compliant”, and an upper
bound of 30 kN/m for which the users considered the crutch
“too rigid” with little difference to a rigid crutch. Segura
and Piazza [5] adopt this average value in experiments to
investigate the influence of spring-loaded crutches on ground
reaction forces and obtain inconclusive results.
Computational studies are even more scarce. The authors
of the present manuscript found only one paper [12] using
computational simulations to determine appropriate stiffness
values, which found very compliant crutches with stiffness
of less than 4 kN/m to be “optimal”. However, such low
values are much lower than the minimum bound suggested
in [2] and it is likely they would severally compromise foot
clearance. Moreover, the model utilized in [12] is composed
of a single lumped mass and does not consider upper and
lower limb motion or crutch mass. A better understanding
of the possible benefits of spring-loaded crutches as well as
appropriate stiffness ranges, if any, is clearly necessary. The
present work aims at contributing to this effort by proposing
a more realistic model of the “swing-phase” of the “swing-
through” gait with crutches and discussing the potential of
spring-loaded crutches on the light of simulation results.
II. METHODS
A. Model
A model of the swing phase of the “swing-through” gait
style, Fig. 1, was adapted from a standard crutch model
by Rovick et al. [8]. The model, which is illustrated on
the left-hand side of Fig. 2, is composed of three rigid
bodies representing: 1) the rigid crutches and the arms; 2) the
trunk and the had; and 3) the lower limbs and the orthoses.
The model is contained in the sagittal plane and has three
degrees of freedom. The knee joints remain extended, as
usual in paraplegic locomotion with lower limb orthoses, so
that thighs and shanks can be represented by a single rigid
body. The crutch pivots about the contact point between its
tip and the floor. In order to simulate gait with spring-loaded
crutches this model was modified by the addition of an elastic
element to the crutch resulting in a variable length crutch and
a model with a total of four degrees of freedom, right-hand
side of Fig. 2. It should be noted that standard crutches have
usually a rubber tip whose stiffness is much greater than
the spring stiffness range considered in this study. The cor-
responding equations of motion were derived symbolically
using Matlab’s Symbolic Toolbox from the Newton-Euler
equations using the d’Alembert’s principle [13]. The adopted
generalized coordinates are depicted in Fig. 2.
Fig. 2. Model of the swing phase of the “swing-through” gait with rigidcrutches on the left, and with spring-loaded crutches on the right. The arrowsindicate positive angle directions.
The anthropometric parameters, including mass, moment
of inertia, segment length and position of the center of mass
for each segment are extracted from [8] and [14], refer
to Tab. IV in Appendix. Most spinal cord injuries (SCI)
in paraplegic patients affect, at least partially, the ability
to control hip flexors and extensors. For these reason, the
simulations in the present study assume no muscle control
at the hip resulting in no moment applied about this joint.
Thus, the only way subjects have to control the motion along
the swing phase is by applying a moment at the shoulder.
B. Simulations
The models introduced in the previous section were
used to determine the optimal motion between fixed, pre-
determined initial and final states of the model, resulting in a
two-point boundary value problem. The problem of finding
the optimal motion was formulated as an optimal control
problem and solved by transforming it into a nonlinear
parameter optimization problem [15], [16].
Most initial states for the swing phase at “toes-off” are
prescribed and coincide with the experimentally measured
initial positions and velocities in [8], Tab. I. The final crutch
and trunk angles, σ and Φ, are prescribed as well to adhere
to the experimental data in [8], Tab. I. The duration of the
swing phase is considered fixed at 0.7 s, a value consistent
with the same experimental data. These boundary constraints
were ensured by the addition of nonlinear constraints to
the optimization. For the simulations with the spring-loaded
crutches the initial length change rate C was set to zero, as
it is reasonable to assume crutches will be in “equilibrium”
with all the weight transferred from the legs to the crutches
before “toes off” occurs. Furthermore, to ensure a fair com-
parison between rigid and spring-loaded crutches, the initial
length of the spring-loaded crutches C(t = to) matches the
length of the standard, rigid crutches, and the initial axial
force exerted by the springs in the spring-loaded crutches
matches the initial axial force at the tips of the the standard
crutches at t = to. The force applied by both bilateral springs
is computed as
F = k(C − Cn) , (1)
where k is the spring stiffness and Cn is the neutral crutch
length for which the springs exert no force. As the initial
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force Fo = F (t = to) and the initial crutch length Co =C(t = to) are prescribed, it is possible to compute Cn for a
given value of k.
TABLE I
BOUNDARY CONDITIONS FOR THE SIMULATIONS. (∗ - ONLY FOR
SPRING-LOADED CRUTCHES)
to = 0.0 s tf = 0.7 s
σ (o) 1.50 -15.25Φ (o) -8.25 6.31θ (o) -32.0 freeσ (o/s) -28.0 free
Φ (o/s) free free
θ (o/s) 20.0 free∗C (m) 1.51 free∗C (m/s) 0.00 free
Shoulder angle δ(t) = Φ(t) − σ(t) was parameterized by
a 5th-order polynomial and incorporated to both models as
rheonomic constraints, Eq. 4 in Appendix. In this approach,
shoulder moment can be computed as the reaction moment at
the shoulder joint that ensures the shoulder motion constraint
is satisfied. The polynomial coefficients are included in
the vector of optimization parameters and a best fit to the
experimental data by [8] was performed to find appropriate
initial guesses for the optimization, refer to Tab. V in
Appendix. The 5th-order polynomial provided a good fit of
the experimental data. For the simulations of the gait with
spring-loaded crutches the spring stiffness k is added to the
vector of optimization parameters.
Two performance indexes were considered. One represents
a measure of the subject’s “effort” required to perform the
movement and is assumed to be related to the average of the
squared shoulder moment τ over the simulation as
Js =1
T
∫ tf
to
τ2(t) dt , (2)
where the swing-phase duration is T = tf − to = 0.7 s.
The other considered performance index is related to the
axial (aligned to the longitudinal axis of the crutch) and
the transversal components of the force transmitted to the
shoulder joints by the crutches, fa and ft, respectively, as
Jf =1
T
∫ tf
to
f2
t (t) dt +1
T
∫ tf
to
(fa(t) − fa,o)2 dt , (3)
where fa,o is the initial axial force component at t = to. The
addition of the offset given by the constant fa,o in the second
term of Jf inhibits oscillations and avoids convergence to
unconventional patterns. With this offset the optimal axial
force history would be fa(t) = fa,o rather than fa(t) close
to zero which is unrealistic. The optimization problem was
solved for three different cost functions: J = Js, J = Jf
and J = Js + wJf .
Therefore, the resulting optimization problem consists of
finding optimal polynomial coefficients for the motion of the
shoulder joint and optimal stiffness values for the spring-
loaded crutches that satisfy the equations of motion and the
constraints given by the boundary conditions in Tab. I, and
minimize the cost function given by the performance index
in Eq. 2, J = Js, or by the performance index in Eq. 3,
J = Jf , or by a combination of both, J = Js + wJf ,
where the choice of w will be discussed in the next section.
The optimization problem was solved using the interior-point
algorithm available in the Matlab’s routine fmincon.m.
III. RESULTS AND DISCUSSION
The three simulation results for the rigid, standard crutches
are shown in Tab. II for the three considered cost functions:
J = Jf which is related to the shoulder forces transmitted
by the crutches, Eq. 3; J = Js which is related to the
“effort” quantified by the shoulder moment, Eq. 2; and
J = Js + Jf/10 which is a combination of Jf and Js
and considers both, transmitted shoulder forces and applied
shoulder moment over the swing phase. The cost function
J = Js + Jf/10 with w = 1/10 was considered a suitable
combination of both performance indices. The rationale
behind this choice will be clarified further on. Information on
Tab. II includes values for the performance indices, maximal
crutch longitudinal component of the force transmitted by
the crutch to the shoulder, maximal shoulder moment, and,
respectively, horizontal and vertical speed of the body’s
center of mass at final time, t = 0.7 s. The corresponding
time series of the simulated shoulder axial force and moment
for each simulation are shown in Fig. 3.
TABLE II
OPTIMIZATION RESULTS FOR THE GAIT WITH RIGID, STANDARD
CRUTCHES.
J = Jf Js + Jf /10 Js
J 7753 1005 27.02Jf (Eq. 3) 7753 9280 10411Js (Eq. 2) 862.6 77.53 27.02max axial force (N) 836.1 863.2 869.7max shoulder moment (N.m) 98.16 16.72 11.86final CM hor. speed (m/s) 1.289 1.289 1.287final CM vertical speed (m/s) -0.318 -0.358 -0.373
Notice that the variation of performance index is consistent
with the choice of cost function, with minimization of
J = Jf reducing the value of the index Jf and leading
to lower magnitudes of axial force, and minimization of
J = Js reducing the value of index Js and leading to lower
magnitudes of the shoulder moment, Tab. II and Fig. 3. The
combined cost function J = Js + Jf/10 leads, as expected,
to intermediate results.
Note that the rather modest decrease in maximal axial
forces obtained by minimizing Jf requires very large shoul-
der moments peaking at unrealistic 100 Nm. This observation
indicates that minimizing shoulder forces alone leads to
unrealistic requirements and J = Jf is probably not the
most appropriate cost function. On the other hand, minimiz-
ing J = Js leads to low shoulder moment values while
causing a rather modest increase in shoulder forces.This
would make J = Js a good cost function candidate, but
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0 0.1 0.2 0.3 0.4 0.5 0.6 0.7550
600
650
700
750
800
850
900S
ho
uld
er
Axia
l F
orc
e (
N)
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7−50
0
50
100
Time (s)
Sh
ou
lde
r M
om
en
t (N
m)
Jf
Js + Jf/10
Js
Fig. 3. Simulated shoulder forces on the top and shoulder moments onthe bottom for the gait with rigid, standard crutches and the three differentcost functions.
a closer inspection of the simulation results shows that the
predicted patterns are closer to the experimentally measured
by [8] when minimizing Jf in opposition to Js. This shows
the necessity of a combined cost function that takes both
performance indices into account and leads to patterns that
adhere to experimentally observed while requiring realistic
shoulder moments. This is achieved by the combination
J = Js + Jf/10, which approximates reasonably well the
experimental results by [8] as indicated in Fig. 4, and requires
low values of shoulder moment. For these reason, for the
simulations with spring-loaded crutches emphasis will be
given to simulations results obtained with this cost function.
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7−40
−30
−20
−10
0
10
20
30
Time (s)
Jo
int
An
gle
(º)
σ
θ
δ
Fig. 4. Simulated kinematics of gait with standard crutches using J =Js + Jf /10 as cost function, solid lines, compared to experimental datain [8], markers, where δ = Φ − σ.
In order to study the spring-loaded crutches a series of
simulations was performed with values of the combined
stiffness k of both bilateral crutches varying from k =1 kN/m to k = 100 kN/m. This range of stiffness was
chosen to cover from very compliant to almost rigid crutches.
Fig. 5 shows the optimal cost function value as a function of
stiffness k for the three considered cost functions. The dotted,
horizontal lines show the optimal cost function value for the
rigid, standard crutch when using the same cost function.
The first observation is that stiffness values close to the
lower bound of k = 1 kN/m lead to cost function values
much lower than the one obtained for the rigid crutch,
suggesting the corresponding spring-loaded crutches would
lead to much lower shoulder moments and forces. This is
consistent with the findings by [12], who, by using a rather
simple model of crutch gait, conclude that very low stiffness
crutches with stiffness of 2 kN/m to 4 kN/m are advan-
tageous. However, the simulations here show clearly that
stiffness values lower than about 10 kN/m can dramatically
compromise ground clearance, as shown by the stick figure
on the top of Fig. 6. In fact, a few simulations performed with
additional constraints imposing foot clearance led to much
larger values of the cost functions and dramatically worse
performance as vigorous correction action are required by
the user to prevent foot-ground collision.
0 2 4 6 8 10
x 104
5000
10000
Jf
0 2 4 6 8 10
x 104
1000
2000
Jf/10
+J
s
0 2 4 6 8 10
x 104
20
40
k (N/m)
Js
Fig. 5. Optimal cost function value as function of spring-loaded crutchstiffness for the three considered cost functions. Data was obtained in aseries of optimizations with fixed spring stiffness k. The circles indicate thelocation of the best local optima for each cost function other than the onesat the extremes, for k = 1 kN/m and k = 100 kN/m. Note that shownstiffness is the combined stiffness of the two bilateral crutches.
Another important observation in Fig. 5, more markedly
for J = Js + Jf/10 and J = Js, is the existence of a
stiffness range, from about k = 5 kN/m to k = 20 kN/m
for which performance deteriorate substantially compared
to performance of rigid, standard crutches shown by dotted
lines. Refer, for example, to the solution for k = 10 kN/m
and J = Js+Jf/10 in Fig. 7 which shows modest increase in
shoulder force and substantial increase in shoulder moment.
The conclusion is that this range of stiffness should be
avoided in the design of spring-loaded crutches as well.
The results obtained for the cost function J = Js +Jf/10
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evidence that there is a large range of stiffness, from mod-
erately low with combined stiffness of k ≈ 25 kN/m until
almost rigid, that leads to performance similar to standard
crutches as the cost function values remain close to the one
for rigid crutches, Fig. 5, and the shoulder moments and
forces are similar to the ones observed for rigid crutches,
Fig. 7. In order to better compare the performance of spring-
loaded crutches with the one for rigid, standard crutches,
the local optimum marked by circles in Fig. 5 are selected
and the corresponding simulation results are summarized in
Tab. 5.
TABLE III
OPTIMIZATION RESULTS FOR THE GAIT WITH SPRING-LOADED
CRUTCHES. SHOWN RESULTS ARE FOR LOCAL OPTIMA INDICATED BY
CIRCLES IN FIG. 5
J = Jf Js + Jf /10 Js
J 8584 1029 26.08Jf (Eq. 3) 8584 9587 10835Js (Eq. 2) 4592 70.55 26.08max axial force (N) 846.9 870.0 873.6max shoulder moment (N.m) 269.3 12.94 11.61final CM hor. speed (m/s) 1.427 1.453 1.401final CM vertical speed (m/s) -0.374 -0.302 -0.329kopt (kN/m) 4.80 67.27 58.17
At the first sight, results suggest that spring-loaded
crutches do not offer any significant benefit over standard,
rigid crutches, at least in the swing phase of the “swing-
through” gait, but a closer inspection shows a 10% increase
in the horizontal speed of the body’s center of mass (CM)
at the end of the swing phase for t = 0.7 s. This indicates
greater momentum and kinetic energy available at the end of
the swing phase and would arguably assist body progression
and reduce push off effort in the subsequent double stance
phase. This finding is consistent with experimental observa-
tions by [17]. Furthermore, a 20% decrease in the vertical,
downward speed of the body’ CM can be observed, which
could be translated into a reduction of the vertical impact
force at touch down resulting in improved gait quality.
The results for spring-loaded crutches, which look some-
what deceptive at first sight, should be interpreted carefully.
The simulations in this study are restricted to the swing-phase
and the boundary conditions are the ones measured for the
gait with rigid, standard crutches. In reality, the whole gait
cycle, not only the swing phase, would adapt to the spring-
loaded crutches, and this would certainly alter the bound-
ary conditions of the swing-phase and could bring further
benefits. Furthermore, the energy saving potential of spring-
loaded crutches would probably only become apparent in the
adjacent double stance phases where most energy is stored in
and released of the spring-loaded crutches. Avoiding energy
dissipation in theses phases was the reason the addition of
a damper was not thoroughly investigated, although a few
simulations have shown a certain amount of damping can
reduce shoulder vertical forces in the swing phase. Finally,
and perhaps most importantly, the certain reduction in impact
forces provided by compliant crutches is not taken into
−1 0 1
0
0.5
1
1.5
k = 1 kN/m
−1 0 1
0
0.5
1
1.5
k = 10 kN/m
−1 0 1
0
0.5
1
1.5
k = 60 kN/m
Fig. 6. Stick-figures illustrating simulated optimal kinematics for costfunction J = Js+Jf /10 and three different stiffness values of the bilateralspring-loaded crutches, k = 1 kN/m, k = 10 kN/m, and k = 60 kN/m,from top to bottom.
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7600
700
800
900
1000
Sh
ou
lde
r A
xia
l F
orc
e (
N)
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7
0
20
40
60
Time (s)
Sh
ou
lde
r M
om
en
t (N
m)
10kN/m
30kN/m
60kN/m
Rigid
Fig. 7. Simulated shoulder forces on the top and shoulder moments onthe bottom for gait with spring-loaded crutches and cost function J =Js +Jf /10, for four different stiffness values: k = 1 kN/m, k = 10 kN/m,k = 60 kN/m, and k → ∞ (rigid, standard crutch).
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account as the model does not cover phase transitions. All
these are important limitations of the model we adopt in this
study and indicate spring-loaded crutches can still prove very
advantageous. However, the authors believe that an important
contribution of this study is determining safe ranges of
spring stiffness which do not deteriorate performance in the
swing phase and could therefore be safely used to improve
performance in other phases of the gait.
IV. CONCLUSIONS
This paper proposes a realistic model of the swing phase
of the “swing-through” gait with standard and spring-loaded
crutches which considers trunk, legs and crutches motion and
allows for assessment of foot clearance. The model was used
in a series of simulations obtained by minimization either of
shoulder moments, shoulder forces or both. A combination
of both indices was proposed which led to adherence to
experimental data and realistic shoulder moments.
The simulations with spring-loaded crutches show that
combined bilateral crutches’ stiffness lower than about
25 kN/m deteriorate performance in the swing phase ei-
ther by compromising ground clearance or by significantly
increasing shoulder moments and forces. Stiffness values
greater than 25 kN/m, in turn, led to performance similar to
standard, rigid crutches, except for final CM speed patterns.
Simulations show a 10% increase in forward, horizontal
speed and a 20% decrease in downward speed, which can
improve gait quality by assisting forward progression at the
subsequent push-off and reducing impact forces at touch
down, respectively.
Apparently, spring-loaded crutches provide less striking
advantages than one would expect, but it should be stressed
that the model adopted here does not consider the adjacent
double stance phases, which are the phases where most en-
ergy storage and release in the elastic element take place and
energetic gains would probably be much more prominent.
Furthermore, the model does not include the collision at the
beginning of the first double stance phase, where a compliant
crutch would certainly reduce impact forces transmitted to
the upper limbs. Nevertheless, this study indicates a safe
range of stiffness which do not deteriorate performance in the
swing phase of gait and yet could bring substantial gains in
other phases. The development of a whole-gait cycle model
of the gait with crutches is the focus of ongoing research.
APPENDIX
A best fit to experimentally measured shoulder angle δ(t)by [8] was performed to determine optimal coefficients of
the 5th-order polynomial,
δ(t) = a5t5 + a4t
4 + a3
3+ a2t
2 + a1t + a0 , (4)
where t is time. The obtained values for the coefficients are
shown in Tab. V. These values were used as initial guess for
the coefficients in all optimizations.
TABLE IV
MODEL PARAMETERS SELECTED FROM [8] AND [14].
trunk length 0.51 mstandard crutch length 1.51 mleg length 0.97 mdistance crutch tip and crutch’s CM 1.04 mdistance shoulder joint and trunk’s CM 0.17 mdistance hip and leg’s CM 0.42 mmass of the two crutches 13.8 kgmass of the trunk 51.3 kgmass of both legs 32.5 kg
moment of inertia of both crutches about CM 2 kg.m2
moment of inertia of the trunk about CM 3.6 kg.m2
moment of inertia of both legs about CM 2.4 kg.m2
TABLE V
COEFFICIENTS FOR POLYNOMIAL OF EQ. 4 OBTAINED BY BEST FIT TO
EXPERIMENTAL DATA FROM [8], WITH δ(t) IN RADIANS.
a5 a4 a3 a2 a1 a0
-22.64 33.95 -13.82 2.04 -0.087 -0.170
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