DME-III_Design of Machine Elements_Cottter Joint
DESIGN PROCEDURE OF COTTER JOINT
Cotter Joint Introduction
Before going into detailed steps to design and find dimensions of cotter joint, it is necessary to understand clearly the various components, their functions and assembly of cotter joint. Here is the exploded view of cotter joint.
Exploded View of Cotter joint assembly |
Spigot is the male part of the joint ,
it has a rectangular slot for passing the cotter through it. Spigot
has a collar which rests against the socket end.
Socket is the female part of the joint,
it also has a rectangular slot for passing the cotter through it. It has a
circular hole in which spigot fits.
Cotter is a wedge shaped piece of metal
which actually connects two parts which are non rotating. Cotter is fitted
in the slot and remains in its position by wedge action.
Taper is provided to, i) With taper it is easy to remove the cotter and dismantle the joint ii) It ensures tightness of the joint in operation and prevents loosening of the parts.
Taper is provided to, i) With taper it is easy to remove the cotter and dismantle the joint ii) It ensures tightness of the joint in operation and prevents loosening of the parts.
Cotter is
driven in or out using the hammer. Value of taper on cotter is 1 in 48 to
1 in 24 .
DESIGN PROCEDURE OF COTTER JOINT
Notations used in design are as follows,
P= Load on the joint or pull acting on rods, d= Diameter of the
rod, d1= outer diameter of socket,d2= Diameter of spigot or inside
diameter of socket, d3= Outside diameter of spigot collar,d4= Diameter of
socket collar, t1= Thickness of spigot collar, a = Distance from the
end of the slot to end of spigot, c= thickness of socket collar, b,t,l=
width , thickness and length of cotter.
Step 1 : Design
of rod( ‘d’)
Tensile failure of rod
Load =
Stress * Area
P=(Area Resisting Tension)*(Allowable Stress)
Step 2 :
Design of Spigot { ‘d2’,’d3’,t1’,’a’}
Tensile failure of Spigot
The
spigot end may fail under tension into two parts as shown in figure below,
Since the plane of failure is perpendicular to the direction of force it is
tensile failure,
the area
resisting the failure is shown by red in the diagram, since it is circular
minus a rectangle the equation will be,
Emperical Relations
{Other three dimensions of Spigot are decided on the basis of emperical
relations and then checked whether the stress induced is withing safe limits or
not}
Crushing failure of Spigot ( Check
crushing stress induced)
Shear failure of Spigot ( Check Shear
stress induced)
Diagram showing the Shear failure of Spigot end
Step 3 :
Design of Socket { ‘d1’,’d4’,’c’}
Following
dimensions of socket are to be found and stresses induces must be checked for
safe limit.
Tensile failure of Socket
The
socket may also fail under tension into two parts as shown in figure below,
since the plane of failure is perpendicualr to direction of force it is the
tensile failure.
Area
resisting is a hollow square minus a rectangular strip having length (d1-d2)
and thickness t, so the strength equation becomes,
………...From
this equation diameter d1 can be determined, again there is
quadradic equation formation. Refer to numerical problems section to view the
detailed solution.
Emperical Relations
{Other three dimensions of Socket are decided on the basis of
emperical relations and then checked whether the stress induced is withing safe
limits or not}
Crushing failure of Socket( Check
crushing stress induced)
Shear failure of Socket ( Check Shear
stress induced)
Shear Failure of socket end is shown below
Step 4 :
Design of Cotter { ‘t’, ‘b’ and ‘l’ of cotter}
Empirical relation
The
cotter thickness is determined using an empirical relation, and is proportional
to the diameter of rod,
Calculate
the width of b of the cotter by sharing and bending consideration
Double shear of Cotter
Bending
failure of cotter
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