6.design of fasteners
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Design of Fasteners
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Design of Screw
Fasteners
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Introduction A screw thread is formed by cutting a
continuous helical groove on cylindricalsurface.
A continuous single helical groove is known as
single threaded or single start. If second groove is cut into the space between
the groove of first then it is double threaded ordouble start.
Screw joint are formed by bolt and nut usedfor joining machine parts or for fastening,adjustment, assembly, inspection, replacement.
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Advantages
1) These are convenient to assemble anddisassemble.
2) Highly reliable in operation.
3) Screw joint are adopted in various operatingconditions.
4) Screws are relatively cheap to produce due tostandardization.
Disadvantages
The main disadvantage of this joint is thestress concentration in the thread portion and
strength is less than welded or riveted joint.
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Types of Screw Fastening Bolts - They are basically threaded fasteners
normally used with nuts.
Screws - They engage either with a preformed ora self made internal threads.
Studs -They are externally threaded headless
fasteners. One end usually meets a tappedcomponent and the other with a standard nut.
Tapping screws -These are one piece fastenerswhich cut or form a mating thread when driveninto a preformed hole. These allow rapidinstallation since nuts are not used.
Set Screws -These are semi permanent fastenerswhich hold collars, pulleys, gears etc on a shaft.Different heads and point styles are available.
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Examples where screw joints are preferred
over welded joint.1) Assembly of crank shaft and connecting rod.
2) In braking system of an automobile because
screw joints are convenient to assemble anddisassemble and relatively cheap to produce
due to standardization.
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Forms of Thread
There are mainly two types of thread
1) Triangular or V type
2) Square thread
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Advantages of V thread
1) V threads offers greater frictional resistance
of motion than square thread and are thusbetter suited for fastening purpose.
2) These are stronger than square thread.
3) These are cheaper because of easy to cut by
die or on machine.
4) These are used to tighten the parts together in
bolts, nuts, stud and nut, tap bolts etc. becausethey prevent the nut from slacking back due
to high frictional resistance.
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Disadvantages
1) V threads are not suitable for power
transmission.
2) They have a component of force which acts
perpendicular to the axis causing bursting
action on the nut and increasing friction.
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Forms of Threads
1) With worth Thread (BSW) -
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2) Acme thread -
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3) Square Thread -
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4) V Thread -
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Stresses in screw fastenings
It is necessary to determine the
stresses in screw fastening due to
both static and dynamic loading in
order to determine their dimensions.In order to design for static loading
both initial tightening and external
loadings need be known.
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A) Initial tightening load
When a nut is tightened over a screw followingstresses are induced:
(a) Tensile stresses due to stretching of the bolt
(b) Torsional shear stress due to frictionalresistance at the threads.
(c) Shear stress across threads
(d) Compressive or crushing stress on the threads(e) Bending stress if the surfaces under the bolt
head or nut are not perfectly normal to the bolt
axis.
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a) Tensile Stress
Since none of the above mentioned stressescan be accurately determined bolts are usually
designed on the basis of direct tensile stress
with a large factor of safety.
boltsintensionInitialP
ddiameterCored
screwofpitchordiameterMeandWhere
dd
d
A
P
i
oc
c
oit
84.0
)2
(4
2840
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b) Torsional shear stress -
Due to twisting moment, the bolt is subjected totorsional shear stress.
3
16cs dT
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roottheatthreadofwidthb
contactinthreadofNumbern
nouofdiameteralnod
bnd
P
isnutforstressshearaverageThe
bnd
P
isscrewforstressshearaverageThe
o
o
n
c
s
min
c) Shear stress across the threads -
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d) Crushing stress on threads
The compression or crushing stress between thethread of screw nut is given by
ndd
P
co
crc )( 22
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e) Bending Stress
Let, Xdifference in height between the extremecorner of the nut or head.
EModulus of elasticity
llength of shank of the bolt
The bending stress induced in the shank of the bolt is
given by
lXE
b2
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2. Stresses due to external Forcesa)Tensile stress
oc
c
t
c
t
dd
And
nd
P
boltsofnumbernarethereiffoundbecandiametercoreThe
d
P
84.0
4
''
4
2
2
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b) Shear Stress
The shear stress induced in the bolt is given by
nd
P
o
s
2
4
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c) Combine tension and shear stress
22max
22
max
42
1
42
1
2)(
t
t
t
t
stressshearMaximum
stresstensileprincipleMaximum
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3. Stresses due to combine forces
Bolts are subjected to direct tensile and twisting
moment due to screwing up and external forces.
E.g. steam engine cover plate subjected to initial
tightening load and external load of steam
pressure, then the resultant load on the bolt isapproximately equal to the sum of initial tension
and the external load.
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The resultant load on nut is
boltofelasticitythetopartconnectedofelasticityofRatioa
bolttheonloadExternalP
bolttheoftighteningtoduetensionInitialP
ka
aWhere
Pa
aPP
i
i
2
2
1
1
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Standard values of k
Type Of Joint K=(a/1+a)
Metal to metal joint 0.00 to 0.10
Hard Copper Gasket 0.25 to 0.50
Soft copper gasket with long
through bolt
0.50 to 0.75
Soft packing with through bolts 0.75 to 1.00
Soft packing with studs 1.00
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Bolts with Uniform Strength When a bolt is subjected to shock load i.e. power
hammer, connecting rod, presses etc. In such cases, the torque is designed to absorb impact
load and to resist the torque to prevent the breakage of
thread.
In ordinary bolt, the effect of load concentrated on the
weakest part of the bolt i.e. the c/s area of the root of the
thread.
The stress in the threaded part will be more as comparedto the shank hence the maximum portion of energy will
be absorbed at the region of the threaded part which
may fracture the threaded portion.
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If the diameter of shank of the bolt is turned to
the core diameter of the thread then the shank of
the bolt will undergo a higher stress.
This means that shank will absorb large portion
of energy thus relieving the material at the
threaded portion
The bolt in this way become stronger and lighter
and it increases the impact load carrying
capacity.
This gives us bolts with uniform strength.
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Another method, an axial hole is drilled through
the head of the bolt as far as threaded portion,
such the area of the shank become equal to the
root area of the thread.
threadofdianeterCored
threadofdiameterouterd
holeofdiameterD
ddD
ddD
c
o
co
co
22
222
44
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