Upload
mohamed-elfawal
View
216
Download
0
Embed Size (px)
Citation preview
8/17/2019 A Rotation Joint for Shape Morphing Space Truss Structures
1/8
IOP PUBLISHING SMART MATERIALS AND STRUCTURES
Smart Mater. Struct. 16 (2007) 1277–1284 doi:10.1088/0964-1726/16/4/040
A rotational joint for shape morphing
space truss structuresA Y N Sofla, D M Elzey and H N G Wadley
Materials Science and Engineering Department, University of Virginia, Charlottesville,
VA 22904, USA
E-mail: [email protected] (A Y N Sofla)
Received 28 November 2006, in final form 10 June 2007Published 5 July 2007Online at stacks.iop.org/SMS/16/1277
AbstractA rotational joint is introduced for use in shape morphing or deployablespace truss structures. The joint is a chain mechanism comprising up to sixpivoted linkages that provide a compact mechanism for the connection of upto six structures at a node. The total number of degrees of freedom for aconstrained joint mechanism with six links is found. A closed chain model isthen used to determine the angle between the adjacent links as the structure ischanged during shape morphing. The limiting pivot rotation angle isestablished by physical interference and is determined for a model problem.
(Some figures in this article are in colour only in the electronic version)
1. Introduction
Space truss structures consist of truss members (struts) joined
at nodes [1]. The nodes restrict axial movement of the truss and
impede truss rotation at the nodes. This rotational resistance
could be a significant limitation for actuated truss structures
in which some trusses are replaced by linear displacement
actuators. To illustrate, consider a simple, tetrahedral three-
dimensional (3D) truss structure supported on one of its
triangular sides by a foundation, figure 1(a). The number of
inextensional mechanisms, M , of such a pin-jointed structure
is given by Maxwell’s stability criterion, which relates the
number of non-foundation joints ( j ) and non-foundation trussmembers (b) to M [2]. The three-dimensional form of the
criterion applicable to the tetrahedral shown in figure 1 can be
written:
M = 3 j − b. (1)For the pin-jointed truss structure shown in figure 1(a), b = 3and j = 1 (one of the triangles consisting of three nodes andthree bars is the foundation). In this case, M = 0, whichdefines a statically determinate structure. If an external load
is therefore applied to the structure, the force in every strut can
be determined from the equations of mechanical equilibrium
at the nodes. The structure is also kinematically determinate
since thelocationof the joints can also be uniquely determined.
If M has a positive value, the structure is kinematicallyindeterminate and the location of one or more nodes can then
no longer be uniquely determined by the length of the trusses.
Removing one of the non-foundation trusses of the
statically determinate structure, figure 1(b), results in a
structure that behaves as a mechanism with one degree of
freedom ( M = 1). Replacing the removed truss with anextensional actuator can restore the static determinacy of the
tetrahedral truss structure and allows it to then exhibit shape
changing behavior provided the nodes marked 1 and 2 in
figure 1(b) have a rotational degree of freedom. Such structures
have attracted recent interest for shape morphing applications
since they do not develop states of self stress when shape
changes are caused to occur by longitudinal deformations of
the linear actuator [3]. They are therefore candidates for high
authority, shape morphing systems.The very simple statically determinate system shown in
figure 1(a) is of limited utility for smart structures. However,
Hutchinson et al [4] have identified a 3D kagome ‘plate like’
truss structure in which the trusses are connected by pin joints
with no rotational resistance, figure 2. This structure has been
converted to a shape morphing truss plate by replacing some of
the trusses with linear actuators.
Unfortunately the trusses in such space truss structures
are connected at nodes by either welding or by mechanical
fastening (for example by screwing the trusses to a spherical
node) and they are unable to rotate about the node.
Deformation of the truss (induced by the actuators) then results
in either elastic or/and plastic deformation near these joints.The storage of strain energy at the joints limits the shape
morphing capability of the plate and repeated cycling of the
0964-1726/07/041277+08$30.00 © 2007 IOP Publishing Ltd Printed in the UK 1277
http://dx.doi.org/10.1088/0964-1726/16/4/040mailto:[email protected]://stacks.iop.org/SMS/16/1277http://stacks.iop.org/SMS/16/1277mailto:[email protected]://dx.doi.org/10.1088/0964-1726/16/4/040
8/17/2019 A Rotation Joint for Shape Morphing Space Truss Structures
2/8
A Y N Sofla et al
Figure 1. A tetrahedral space truss unit attached on one side to arigid foundation. (a) A pin-jointed statically determinate truss.(b) Elimination of one truss member changes the structure to amechanism provided nodes 1 and 2 permit rotational degrees of freedom.
Figure 2. Example of a 3D kagome plate for shape morphing platestructure [4]. The welded node construction causes stresses todevelop in the trusses during actuation. This limits actuationauthority and increases the susceptibility of the structure to failure byfatigue.
structure’s shape could lead to premature failure by fatigue.
Shape morphing structures of this type could therefore be
improved if the trusses were connected using nodes that had
a low rotational resistance.
In general, connecting more than two moving trusses or
linkages to a single joint complicates the mechanical design
and associated fabrication processes. For instance, two rods
may be connected by a spherical joint with three degrees of
freedom. Such ball joints are relatively easy to manufacture
and designs are available as spherical bearings. However
adding only one more link to a two-rod ball joint in such
a way that the new member possesses at least one degree
of freedom makes the design considerably more complicated.The earliest multilink joint design appears to be that used in
variable geometry truss (VGT) structures [5]. A VGT structure
is a statically determinate truss with tetrahedral, octahedral or
other simple geometric unit cells. The truss structure’s shape
can be varied by changing the length of some of the struts.
Two of the trusses in the VGT structure’s joint are directly
hinged to a main hub while four others are hinged to two
pivots which can rotate with respect to the hub [6]. Such a
joint is an example of an open chain mechanism [7]. The truss
rotation angle is limited by the physical interference between
truss members at the joint. The trusses connections are usually
offset at thejoint and do notthereforeintersectat a single point,
making analysis of the joint quite complicated.A few other approaches for multi-truss rotational connec-
tion have been proposed. Stewart platform type mechanisms
Figure 3. A pivot pin passing through the center of two concentricspherical shells enables free rotation of the two shells about the pin.The outer radius of the inner shell is assumed equal to the innerradius of the outer shell.
utilize a different multi-truss articulating joint [8]. In this ap-
proach six links are joined together between a platform and abase using a parallel mechanism design. The joint has a sig-
nificant offset because the links are connected using a series of
hinges. Scissors mechanisms have been exploited by Hamlin
and Sanderson [9] to connect three trusses. The links in their
concentric joint intersect at a point so there is no offset, but the
joint is difficult to fabricate. Bosscher and Ebbert-Uphoff [10]
suggested two spherical joint mechanisms to implement mul-
tiple co-located spherical joints. Their ‘scalable’ design is an
improvement over Hamlin’s mechanism in that it reduces the
number of intermediate links, but the design then loses strength
and becomes impracticalfor many applications. Song etal [11]
proposed a spherical node that is capable of connecting three
or more trusses. In this approach each truss passes through ahole in an outer spherical shell and is joined to an inner sphere.
However, the joint only offers a very small range of rotations
for the trusses because of the small clearance of the truss mem-
bers inside the holes.
Here we introduce a compact joint design suitable for
constructing shape morphing or deployable truss structures. It
allows the connection of up to six truss structures (or more
generally any six rigid bodies (linkages)) using low rotation
resistance pivots. This hexa-pivotal (H-P) joint has been
fabricated at the millimeter size scale and appears to offer
adequate strength for structural morphing applications over
a wide range of size scales. Interrelationships between the
rotational angles of the joint mechanism to determine unknownangles between the joint links are derived. Examples are
provided to illustrate the application of the analysis.
2. Hexa-pivotal joint design
Consider the rotation of two concentric spheres with respect
to each other about a pivot pin that connects two spheres by
penetration through their common center, figure 3.
The pin itself is free to rotate about its axis. A hexa-pivotal
joint consists of spherical shell elements (here called links)
which can similarly rotate with respect to each other without
interference. Figure 4(a) illustrates a pair of overlapped links
cut from a pair of spherical shells and connected by a pivot pinthat permits rotation of the links about the pin axis. The pivot
pin passes through the common center of curvature of the two
1278
8/17/2019 A Rotation Joint for Shape Morphing Space Truss Structures
3/8
A rotational joint for shape morphing space truss structures
Figure 4. (a) Two concentric spherical links can be cut fromspherical shells. Both links can freely rotate about the common pivot
pin though the axial movement of the links is restricted (viamechanical retainers). (b) A hexa-pivotal joint consisting of sixspherical links ( L1 − L6) held in position using six pivoting pins(P1 − P6). Two trusses (not shown) can be attached to each link. The joint is shown with all the pivot pins lying in a common plane.
links. To ensure that the links remain in sliding contact, they
are fabricated from spherical shells, where the outer radius of
the smaller sphere is equal to the inner radius of the larger one.
The spherical shell links are free to rotate about the pin but are
restricted from moving axially along the pin by axial retainers
(e.g. a cotter or ring and grooved pin).
A spatial closed chain mechanism (the links form a closed
loop) can be formed by sequentially connecting six sphericalshell links, figure 4(b). This closed mechanism is referred
to as a hexa-pivotal joint. Although a closed chain H-P joint
is considered here, the joint can be used as an open chain
mechanism by disengaging any of the pivots or by using a
similar mechanism with fewer than six links. An open chain
joint has more total degrees of freedom but loses strength.
Although a joint can conceptually consist of two or more
spherical links, here we are interested in a joint with six links:
three inner and three outer links with a common radius of
curvature at their contacting surfaces. The H-P joint can be
used to connect 12 truss members, labeled T 1–T 12, figure 5.
The trusses can be fixed to the spherical shell links by either
mechanical attachment or by welding. The pivot pins can alsobe used as truss members although they must be permitted to
freely rotate about their longitudinal axis.
Figure 5. A hexa-pivotal joint with 12 truss members ( T 1–T 12)
attached. In practice the trusses can be rigidly fixed to the links bymechanical fasteners or by welding.
3. Kinematic analysis
A closed chain hexa-pivotal joint is a constrained mechanism
in which six links are connected by six revolute joints (pivots).
Moving any link in the mechanism, as during shape morphing,
can cause the other links to be reconfigured. The new shape
of the closed chain H-P joint can be uniquely defined from the
rotation angles of adjacent pairs of links about the common
revolute joint of each pair. Therefore, in the shape morphing
applications using the H-P joint, the shape of the structurecan be controlled by actuators which control the rotation angle
between the adjacent links.
The number of actuators acting on a single H-P joint
must be equal to the total degrees of freedom of the H-P
joint. Although there are six angular rotations between the
adjacentspherical linkages (because there is a total of six pivots
in the H-P joint), the number of degrees of freedom of the
closed chain mechanism needs to be determined. For a general
spherical linkage in which each of the links is constrained to
rotate about the same fixed point in space, the mobility, F , is
given by the number of links and revolute joints [7]:
F
=3(n
−1)
−2 p, (2)
where n is the number of links and p is the number of revolute
joints. For the H-P joint, n = 6 and p = 6, so the total degreesof freedom of the assembly is three. Therefore, controlling
three (out of six) rotation angles of the adjacent spherical
links can uniquely determine the H-P joint shape. The three
unknown rotation angles of the H-P joint need to be found to
fully determine the joint shape.
The six spherical links in H-P joint are labeled L1,
L 2, . . . , L 6, figure 4(b). An adjacent pair of links, e.g. L i−1and L i , are hinged by a pivot pin, Pi . A flat joint shape,
figure 4(b), results when the axis of all six pivot pins lie in
the plane. The relative rotation angle of a pair of adjacent
links, L i−1 and L i , about their common revolute joint, Pi , isdenoted θ i (note that L6 precedes L1 in the closed chain and
the angle is denoted θ 1; see figure 6). This angular rotation is
1279
8/17/2019 A Rotation Joint for Shape Morphing Space Truss Structures
4/8
A Y N Sofla et al
Figure 6. The pivot rotation angle, θ 1, refers to the relative rotationof two adjacent links, L 6 and L 1, about their common pivot pin, P1,with respect to the flat shape. All pivot pin axes initially lay in aplane (shown by the hexagon) in the flat shape.
represented with respect to the flat shape where all the rotation
angles are defined to be zero. Figure 6 shows an example of
a reconfigured H-P joint. The rotation angle, θ 1, results from
rotation of links L 6 and L 1 about pivot P1 from the flat shape
(the hexagon in figure 6). The joint mechanism of figure 6
is the same as the one in figure 4(b). For clarity, the truss
members are not shown in figure 6. However, two holes can
be seen in each spherical linkage that can be used to connect
truss members to each link.
Denavit and Hartenberg have suggested a notation
for systematically representing a chained mechanism (by
sequentially labeling and assigning a coordinate system to the
links) in order to relate their kinematic motions [12]. The
system of coordinates W i ( x i , yi , zi ) attached to link L i is
illustrated in figure 7(a), in the original notation proposed by
Denavit and Hartenberg. For the system of coordinates, W i( x i , yi , z i ) in figure 7(a), z i is the direction along the axis of a
revolute joint, x i lies along the common normal from z i−1 to ziand axis y i completes the right-handed coordinate frame. The
geometric relationship between a pair of successive systems of
coordinates, W i−1 and W i , is defined by using general Denavit–Hartenberg (D–H) parameters (ai , si , αi , θ i ) [12], where aiis the distance between the origin of W i and W i−1 measuredalong x i ; si is the distance between x i−1 and x i measured along zi−1; αi is the angle between z i−1 and z i , measured in a right-hand sense about x i ; and θ i is the angle between x i−1 and x imeasured in a right-hand sense about z i−1; see figure 7(a).
The general D–H notation, figure 7(a), is applied to an H-
P joint in figure 7(b). The axis z i−1 is selected to be the axisof pivot Pi , which allows rotation at the pivot Pi be identified
as θ i . The rotation angle of links L1 and L 6 about the axis of
pivot P1 is θ 1, figure 7(b) (recall that the axis identified as z 6precedes the axis z1 in the closed chain).
The H-P joint is designed so that all pivot pins always passthrough the center of curvature of the links. Because all the
links are concentric, the axes of pivot pins, z1 to z6, always
intersect ensuring that the D–H parameters ai and si are zero:
ai = 0, si = 0 for i = 1, 2, . . . , 6. (3)
In addition, the in-plane (in the flat shape plane) angles
between any pair of adjacent pivot pins, αi , are always 60◦.The interrelationships of the six rotation angles play animportant role in using the H-P joint for the design of shape
morphing or adapting structures. The interrelationships of the
angles at six pivots and, consequently, the joint shape can be
determined when one or more of the angles are changed using
the D–H approach [12]. Using the D–H notation [12], the
[4 × 1] vector of coordinates is defined as
v = [ x , y, z, 1]T. (4)
The [4 × 4] transformation matrix between W i−1 and W i is
Ai =
cos θ i
−sin θ i cos αi sin θ i sin αi ai cos θ i
sin θ i cos θ i cos αi − cos θ i sin αi ai sin θ i0 sin αi cos αi si0 0 0 1
(5)
such that,
vi−1 = Ai vi . (6)The D–H parameters for the H-P joint are
ai = 0, si = 0 and αi = 60◦.
The transformation matrix for the H-P joint then becomes
Ai =
cos θ i
−12
sin θ i√
32
sin θ i 0
sin θ i 12 cos θ i −√ 32 cos θ i 00 1
2
√ 3
2 0
0 0 0 1
. (7)
Because all the fourth row and column’s elements, except
for the element (4, 4) which is 1, have become zero the
analysis can be simplified by defining a new equivalent [3× 3]transformation matrix, Bi :
Bi =
cos θ i − 12 sin θ i√
32
sin θ i
sin θ i12
cos θ i −√
32
cos θ i
0 12
√ 3
2
. (8)
The new vector of coordinates, u , and the transformation rule,equation (10), are then written as
u = [ x , y, z]T (9)
ui−1 = Bi ui . (10)The transformation rule, equation (10), can be used to relate
the coordinate of the neighboring links such that
u1 = B2u2, u2 = B3u3, . . . , u6 = B7u7. (11)
A closed chain mechanism requires the last link in the chain to
be the same as the first one; therefore B7
= B1 and u 7
= u1.
By using equation (11) we will have
u1 = B2 B3 B4 B5 B6 B1u1. (12)
1280
8/17/2019 A Rotation Joint for Shape Morphing Space Truss Structures
5/8
A rotational joint for shape morphing space truss structures
Figure 7. (a) The Denavit–Hartenberg (D–H) notation is used to label and assign coordinates to chain mechanisms [ 12]. (b) The D–Hcoordinates and parameters corresponding to the H-P joint cross section.
Figure 8. Rotation of the linkages for (a) the 123-configuration with(0, 0, γ ), (b) the 123-configuration with (0, β, 0), and (c) the 134configuration with (0, 0, γ ).
Taking the symmetry of the chain into account and by using
equation (12),
B1 B2 B3 B4 B5 B6 =
1 0 0
0 1 0
0 0 1
. (13)
The dependent system of equation (13) defines the interrela-
tionship between the H-P joint parameters and can be used to
determine the three unknown rotation angles. The examples
later in the paper further clarify this method.Although the total number of degrees of freedom of the
joint is three, several configurations are possible for a joint
having three known (input) angles. For instance, an H-P
joint with three known pivot angles (α,β,γ ) is called a 123-
configuration if (θ 1 = α, θ 2 = β and θ 3 = γ ) while a joint with three known angles (α,β,γ ) is referred to as a
234-configuration joint if (θ 2 = α, θ 3 = β and θ 4 = γ ).The second joint is identical to the first but rotated 60◦ aboutthe x axis (the x axis in figure 7(b) is perpendicular to the
paper). However, a joint in which two of three known angles
(α , β , γ ) are non-adjacent (e.g. a 124-configuration, (θ 1 = α,θ 2 = β and θ 4 = γ )) has different shape from a 123-configuration with the same known angles. Expectedly, a joint
with three known angles (α , β , γ ) with no known adjacent
angles, such as the 135-configuration (θ 1 = α, θ 3 = β andθ 5 = γ ), is totally different from the 123-configuration or 124-configuration with the same known angles. This leads to three
families of configurations for any set of three known angles
(α , β , γ ), as summarized in table 1. As shown in table 1,
20 unique arrangements of pivots may accept a set of threeknown rotation angles (α , β , γ ). The shape and orientation
of the H-P joint, therefore, can be identified by three known
rotation angles and the corresponding pivots (123, 124, . . .,
etc) amongst the 20 possible arrangements represented in
table 1.
The following examples illustrate application of the
analysis in order to determine the shape (configuration) of the
joint when the rotation angles of three of six pivots are known
as input.
Example 1.
The rotation of two pairs of links about their common
pivots is restricted while a motor controls the rotation angle
of a third pair in a closed chain H-P joint. The output rotationangle of the motor is set at 30◦; therefore, the three knownangles are (0, 0, 30), which means α = 0◦, β = 0◦, γ = 30◦.
1281
8/17/2019 A Rotation Joint for Shape Morphing Space Truss Structures
6/8
A Y N Sofla et al
Figure 9. Unknown pivot rotation for (a) the 123-configuration, with
fixed θ 1 = θ 2 = 30◦ and variable θ 3, (b) the 124-configuration withθ 1 = θ 2 = 30◦ versus θ 4 and (c) the 135-configuration with fixedθ 1 = θ 3 = 30◦ and variable θ 5.
If these known angles belong to the pivots # 1, #2, and #3 (123-
configuration) then we have
θ 1 = 0◦, θ 2 = 0◦, θ 3 = 30◦. (14)
By substituting (14) into the system of equation (13), the
unknown rotation angles of pivots in the joint are found to
be θ 4 = 0◦, θ 5 = 0◦, θ 6 = 30◦. The motion of this jointis simulated in figure 8(a), where two of the rotation angles
are set to zero and a motor rotates its adjacent links withrespect to each other. Zero angle for a pivot means that the
relative rotation of the two adjacent links connected by the pin
Figure 10. Three symmetric arrangement of a hexa-pivotal joint. Aflat shape with all the pins in a plane (a), hinge arrangement wheretwo pins rotate relative to two others (b) and tripod shape whereodd-number pivots have equal but different angle than the
even-number pivots.
Table 1. Three families of configurations with known pivot rotationangles (α , β , γ ). Any three-digit number represents those pivots withthe known rotation angles. For example, 123 means θ 1 = α, θ 2 = βand θ 3 = γ while 124 corresponds to θ 1 = α, θ 2 = β and θ 4 = γ .
Description of the family
Configuration of the input anglesof the joint
Number of possibleconfigurationsin the family
Family-1: the threepivots with knownangles are neighbors
123, 234, 345,456, 561, 612
6
Family-2: only two
of the pivots withknown angles areneighbors
124, 125, 235,
236, 346, 341,451, 452, 562,563, 613, 614
12
Family-3: none of the pivots withknown angles areneighbors
135, 246 2
The total number of possible pivotarrangementfor a set of threeknown rotationangles(α , β , γ )
20
is restricted such that the pin and two neighboring pins always
lie in a plane. Figure 8(b) illustrates motion of the joint for
1282
8/17/2019 A Rotation Joint for Shape Morphing Space Truss Structures
7/8
A rotational joint for shape morphing space truss structures
Figure 11. (a) The range of rotation is limited by geometrical interference. In this design the interference of the external spherical linkage andthe connected truss member of the adjacent linkage identifies the limiting rotation. (b) A spherical linkage design.
a 123-configuration with (0, β, 0). In this figure the motor
operates on the middle of three consecutive pivots. Figure 8(c)
shows a 134-configuration with angles (0, 0, γ ), a family-2
configuration.
Example 2.
To illustrate the effect of the H-P joint family type on the
joint shape, consider three H-P joints with 123-configuration,
124-configuration and 135-configuration in which the rotation
angles at two pivots are known and a motor operates at a
third pivot to change the rotation angle of the links, which are
connected by the third pivot.
For the H-P joint with 123-configuration, the rotation
angle at pivot P1 is assumed to be fixed at 30◦ and the rotationangle at pivot P2 at 30
◦ while the rotation angle of links atpivot P3 can vary between 0 and 90
◦ (known). This joint istherefore referred to as a 123-configuration with known angles,
(30◦, 30◦, γ ). To determine the joint shape, three unknownangles (θ 4, θ 5 and θ 6) are found by solving equation (13). The
angles (θ 4, θ 5 and θ 6) are plotted in figure 9(a) as a function of
rotation angle at pivot P3, θ 3.
Now, consider a 124-configuration joint with θ 1 = 30◦and θ 2 = 30◦ (similar to the first joint), while for this case therotation angle at pivot P4 varies between 0 and 90
◦. Figure 9(b)plots θ 3, θ 5 and θ 6 as a function of θ 4 when θ 1 = θ 2 = 30◦.
Finally, for a 135-configuration joint with θ 1
= θ 3
= 30◦
and variable θ 5, unknown rotation angles θ 2, θ 4 and θ 6 areplotted in figure 9(c).
4. Experimental implementation
A prototype H-P joint is fabricated by connecting stainless
steel links by tubular pivots, figure 10. The links are made
by machining. Three interesting arrangements of the joint
are demonstrated using the prototype in figure 10. In the
flat shape, figure 10(a), all pivots lie in a plane whereas
in the hinge configuration, figure 10(b), two of the pins
(three corresponding linkages) are hinged with respect to two
pins (the other three linkages) about the remaining alignedpins. Examples for a hinge arrangement are example 1
and figure 8(a). Figure 10(c) shows another symmetric
arrangement called the tripod shape, where all odd-number
pivots have same rotation angle but different than the even-
number ones. As an example, for a 135 arrangement with input
angles (30◦, 30◦, 30◦), theother threeangles are determined bymeans of figure 9(c) as θ 2 = θ 4 = θ 6 = −7.5◦.
Rotation at each pivot is ultimately restricted by
interference of the joint parts. For example, for the design in
this paper which carries two truss members at each linkage in
addition to the extended pivot pins, the interference happens
between an external spherical linkage and the truss member of
the adjacent link, figure 11(a).
The limiting rotation angle θ L can be calculated using the
geometrical relationship, equation (15), for the design shownin the figure 11(b).
θ L= sin−1
sin(m) (h/a)2 + sin2(m)
+sin−1
sin(n)√
(h/a)2 + sin2(n)
(15)
where a =√
R2 − h2, m = ( π6 − r t
a ) and n = ( π
6 − r p+d
a ). As
illustrated in figure 10(b), r t is the radius of the truss member,
r p the radius of the pivot pin, d is the distance of the hole from
edge of the linkage, R the internal radius of external spherical
linkage and h is half of the vertical distance between the truss
connection center holes in the linkage.
5. Conclusion
Deployable and shape morphing 3D truss structures require
efficient joint designs which offer adequate degrees of
freedom and are easily manufactured. The hexa-pivotal joint
mechanism consists of six spherical linkages connected by
six pivots to form a closed chain mechanism. The spherical
linkages are designed to freely rotate about the common pivot.
The outer surface of internal linkages contacts the internal
surface of the neighboring outer linkages at common pivots
without rotational interference, providing a design for strength
and accuracy. The joint mechanism has a total of three degrees
of freedom leading to interrelationship of the six rotationangles at the pivots. By knowing three of the angles as
input, the other three rotation angles are determined. Twenty
1283
8/17/2019 A Rotation Joint for Shape Morphing Space Truss Structures
8/8
A Y N Sofla et al
different arrangements for the joint mechanism are possible
for any set of three known angles, making the joint capable
of having several different shapes. The hexa-pivotal joint is
easy to manufacture and can be fabricated to the desired size
and strength. Having no offset between the links is another
advantage of the joint which makes it easily programmable forprecise positioning applications.
References
[1] Connor J J 1976 Analysis of Structural Member Systems(New York: The Ronald Press Company)
[2] Maxwell J C 1864 On the calculation of the equilibrium andstiffness of frames Phil. Mag. 27 294
[3] Pellegrino S and Calladine C R 1986 Matrix analysis of statically and kinematically indeterminate frameworks Int. J.Solids Struct. 22 409–28
[4] Hutchinson R G, Wicks N, Evans A G, Fleck N A andHutchinson J W 2003 Kagome plate structures for actuation Int. J. Solids Struct. 40 6969–80
[5] Padmanabhan B, Arun V and Reinholtz C F 1992 Closed forminverse kinematic analysis of variable-geometry trussmanipulators ASME J. Mech. Des. 114 438–43
[6] Hornett H C 1994 Joint for a variable geometry truss andmethod of constructing same Patent ApplicationLAR-15136-1 Serial No. 08/325,723 (Nasa LangleyResearch Center)
[7] McCarthy J M 2000 Geometric Design of Linkages(New York: Springer)
[8] Zanganeh K E and Angeles J 1994 Instantaneous kinematicsand design of a novel redundant parallel manipulator Proc. IEEE Int. Conf. on Robotics and Automation (San Diego,
CA) pp 3043–8[9] Hamlin G J and Snaderson A C 1998 Tetrobot: A Modular
Approach to Reconfigurable Parallel Robotics
(Norwell, MA: Kluwer)[10] Bosscher P and Ebbert-Uphoff I 2003 A novel mechanism for
implementing multiple collocated spherical joints Proc. IEEE Int. Conf. on Robotics and Automation (Taipei,
Taiwan) pp 336–41[11] Song S, Kwon D and Kim W S 2001 Spherical joint for
coupling three or more links together at one point US Patent Application 20010002964
[12] Denavit J and Hartenberg R S 1955 A kinematic notation for
lower-pair mechanisms based on matrices ASME J. Appl. Mech. 22 215–21
1284
http://dx.doi.org/10.1016/0020-7683(86)90014-4http://dx.doi.org/10.1016/0020-7683(86)90014-4http://dx.doi.org/10.1016/S0020-7683(03)00348-2http://dx.doi.org/10.1016/S0020-7683(03)00348-2http://dx.doi.org/10.1016/S0020-7683(03)00348-2http://dx.doi.org/10.1016/0020-7683(86)90014-4